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IJRET: International Journal of Research in Engineering and Technology ISSN: 2319-1163
__________________________________________________________________________________________
Volume: 02 Issue: 03 | Mar-2013, Available @ http://www.ijret.org 305
EVALUATION OF PHYSICO - CHEMICAL PARAMETERS AND
MICROBIOLOGICAL POPULATIONS OF CAUVERY RIVER WATER IN
THE PALLIPALAYAM REGION OF TAMILNADU, INDIA
Vijayalakshmi1
, G, Ramadas .V2
and H.Nellaiah3
1
Assistant Professor, PG & Research Dept.of Biotechnology, Hindustan College of Arts & Science Coimbatore 641028,
Tamil Nadu, India, 2
Professor, PG & Research Department of Zoology, Raja Doraisingam Government Arts College,
Sivagangai - 630 561, Tamil Nadu, India, 3
Professor, Department of Biotechnology, Kalasalingam University,
Krishnankoil, TamilNadu, India., researchviji@rediffmail.com, rammarine@yahoo.in, h.nellaiah@klu.ac.in
Abstract
The present investigation was carried out to evaluate physico-chemical parameters and total heterotrophic bacterial and fungal
populations from Cauvery River water in the Pallipalyam region during the period from January 2009 to December 2009 . Physico-
chemical parameters were analyzed using APHA standard procedure and microbiological count done by standard pour plate
technique. The Physico-chemical parameters like temperature, hydroxyl ionic concentration (pH), electrical conductivity recorded
were in a range of 24.7 - 29 C o
, 7.5 - 9.2, and 406 - 982 µS/cm respectively. Besides, turbidity, Dissolved Oxygen (DO), Total
Dissolved Solids (TDS), Total Suspended Solids (TSS ), Total hardness and Total alkalinity of river water samples recorded were in
the ranges of 7 – 11 NTU, 5 - 12mg/L, 291-701mg/L , 3 - 5mg/L, 228-364mg/L, and 139 - 245mg/L respectively. Nitrite, Phosphate,
Chemical Oxygen Demand (COD) and Chloride of the river water exhibits within the ranges of 0.012 - 0.102 mg/L, 0.019 -.023 mg/L,
41.08 - 77.24 mg/L, and 53.56 - 143.16 mg/L respectively. A calcium and magnesium levels of the water samples during the study
period were analyzed and the results recorded were in the ranges of 57.31 - 101.4 mg/L and 27.22 - 57.35 mg/L respectively. The
amount of Sodium, Potassium and Ammonical nitrogen of the water samples estimated were in the ranges of 35.44 - 88.57 mg/L and 3
- 8 mg/L, 5.83 and 3.26 mg/L respectively. Bicarbonates and carbonates levels analyzed during the study period recorded were in the
ranges of 164.7-303.78 mg/L and 2.4 - 9.6 mg/L respectively. The total bacterial and fungal populations were recorded during the
study period. The maximum and minimum values of population density were ranged between 4.3 - 0.5 X 103
CFU/ml, and 3.2 - 0.1 X
103
CFU/ml respectively. The values of Physico-chemical parameters recorded were indicated that, the river was polluted in terms of
increased accumulation of xenobiotics compounds by anthropogenic activities .The immediate attention from the concerned
authorities is required to protect river from further pollution.
Index Terms: River Cauvery, Physico-Chemical parameter, Microbial Population, Statistical analysis
----------------------------------------------------------------------***------------------------------------------------------------------------
1. INTRODUCTION
Water is an essential constituent of all forms of life. Not
surprisingly, the unique properties of water make us wonder if
it was specially created for living organisms since no other
liquid can absolutely replace it. The shift in lifestyles of
human communities from the traditional to the modern and
urban involved the destruction of valuable non-renewable
natural resources and the disintegration of the environment.
Hence, billions of gallons of wastes resulting from industrial
activities, housing settlements, and agricultural process are
discharged into river and fresh water bodies, leading to the
transformation of rivers to sewers (Srinivasan et al. 1980,
Navneet Kumar and Sinha 2010, Mary Helen et al. 2011,
Ramkumar, et al. 2010). These problems are aggravated by
the persistence of non-degradable inorganic and organic
pollutants and hazardous heavy metals (Abida begum et al.
2009). This is because our environmental laws play hide-and-
seek with environmental quality even at the cost of massive
ecological damage. The Cauvery river is one of the major
rivers of India and is also considered sacred. The Cauvery
basin extends over an area of 81,155km2
, which is nearly
24.7% of the total geographical area of the country. Four
major tributaries, namely, the Bhavani, Noyal, Amarvathi and
Thirumanimuthar rivers confluence with the Cauvery river
(Hema et al., 2010). The primary uses of the river’s waters are
for agricultural activities, household consumption, drinking,
electricity etc, but nowadays the water quality of the river
water is deteriorated overwhelmingly because of industrial
activities, and pollution from sewage wastes, washing, bathing
and miscellaneous activities (Abita begum and Harikrishna
2008; Venkatesraju et al. 2010). Up till now, many
investigators have carried out studies on the Cauvery river but
only a few are available on the Pallipalayam region of the
river despite the fact that this part of the river is heavily
polluted with industrial wastes, mainly from dyeing units. The
IJRET: International Journal of Research in Engineering and Technology ISSN: 2319-1163
__________________________________________________________________________________________
Volume: 02 Issue: 03 | Mar-2013, Available @ http://www.ijret.org 306
beneficial microflora of the river have been greatly reduced by
xenobiotic compounds which might lead to the survival of
only those organisms resistant to these compounds
(Venkateshraju et al.2010). Evaluations of polluted water for
their physicochemical and biological parameters are essential
for future pollution abatement programmes (Saradhamani et
al. 2002 and Mohammad Subhan et al. 2012). For this study,
the sampling point (Pallipalayam region) was selected on the
basis of its importance; and an attempt has been made to check
the water quality by physicochemical and microbiological
analyses over a period of a 12 months (January, 2009 –
December, 2009). The statistical Pearson correlation matrix
and Tukey HSD ANOVA analysis are highly useful tool for
correlating different parameters. Correlation analysis measures
the closeness of the relationship between the chosen
independent and dependent variables.
2. MATERIAL AND METHODS
2.1 Study-area description
Pallipalayam is one of the municipal towns in the Namakkal
district of Tamilnadu, lying between 11 0 10’ and 11 0 20’
Northern latitudes and between 77 0 30’ and 77 0 40’ Eastern
longitudes. The river bed is rocky in the plains, which support
the growth of agriculture, freshwater fauna, and flora of the
Pallipalayam region.
2.2 Sample collection
Water samples were collected from the Pallipalayam region
for a period of one year (January, 2009 to December, 2009)
for the evaluation of physico-chemical parameters and
enumeration of microbial populations. Samples were collected
during the first week of every month in sterile plastic
containers, transported to the laboratory after addition of a
preservative reagent, and stored at 4oC till analyzed. They
were then tested for various physico-chemical and
microbiological parameters using standard methods.
2.3 Physico-Chemical parameters
Physicochemical determinations on the water samples were
carried out through standard methodologies of the American
Public Health Association (APHA, 2005). Electrical
Conductivity (EC), pH, Temperature (Temp) and Turbidity
(TDY) were measured in situ. Spectrophotometric
determinations for the study were carried out with a UV-
Visible spectrophotometer (UV-Vis Double-beam
Spectrophotometer, Systronics 2201). Besides, the following
parameters were determined according to the methods in
parantheses mentioned next to them: Dissolved Oxygen
(Winkler’s method), Total Dissolved Solids, Total Suspended
Solids, and Total Hardness (EDTA titration method), Total
Alkalinity (Acid titration method), Ammonia (Kjeldhal’s
titration method), Nitrite (Spectrophotometric method), Nitrate
( Ultraviolet Spectrophotometric Screening Method),
Phosphate (Stannous chloride Spectrophotometric method),
Chemical Oxygen Demand (Closed reflux titration method),
Biochemical Oxygen Demand (Bio-assay and Winkler’s
method), Chlorides (Argentometric Method), Sulphates
(Turbidity method), Magnesium (EDTA titration method), and
Sodium and Potassium (Flame Photometric Method). The
results for all parameters, except pH and EC were expressed in
mg/l (APHA 2005,Tirevedi and Goel 1986).
2.4 Enumeration of total heterotrophic bacterial
populations
To determine total heterotrophic bacterial populations,
samples were collected in sterile containers and immediately
transported to the laboratory. Bacteria and fungi were
enumerated and represented as colony forming units (CFU/ml)
by employing a standard pour-plate method according to
Cappuccino and Sherman (1999).
2.5 Statistical Analysis
Pearson correlation matrix and Tukey HSD ANOVA were
calculated to assess the relationship between the
physicochemical parameters and to evaluate quarterly
variations in the physicochemical properties of the water
samples. The data were processed using SPSS package,
Version 13.
3. RESULTS AND DISCUSSION
The work was carried out during the period January, 2009 to
December, 2009. The river in the Pallipalayam region was
assessed for its quality through determinations of the
physicochemical properties and enumeration of the microbial
population of water samples from the riverbank areas. A
descriptive summary of the physicochemical properties of the
water samples is presented in Table.1. The temperature profile
of the water lay within the range 24.7-29˚C and the mean
temperature was 26.88˚C for the period. The minimum and
maximum temperatures were recorded during September and
May/June of the year, respectively. Hydroxyl ionic
concentration at the sampling site corresponded to a pH 7.5-
9.2, with the average at 8.15 during the study. The water
sample was slightly alkaline throughout the duration of the
study. Electrical conductivity values of the water samples
were in the range 406-982 µS/cm, with the mean at
654.17µS/cm whereas higher values for this were recorded
between the months of March and June. The turbidity of the
water samples was observed to lie in the range 7-11NTU
during the study, with the average at 8.17NTU. A higher level
of turbidity was recorded in the month of September due to the
higher rainfall along the banks of the Cauvery River.
The dissolved oxygen content of the river water was about
5.12mg/L throughout the study and a lower level of DO was
recorded during the month of May (3.38mg/L). In the month
of September the DO level rose on account of higher rainfall
along the river catchment areas. The solid content of the water
IJRET: International Journal of Research in Engineering and Technology ISSN: 2319-1163
__________________________________________________________________________________________
Volume: 02 Issue: 03 | Mar-2013, Available @ http://www.ijret.org 307
samples was measured separately for dissolved solids and
suspended solids. The results showed TDS and TSS levels as
being within the range 291-701mg/L and 3-5mg/L,
respectively, during the study period. Values for total hardness
of the water were within the range 228-364mg/L, with the
average at 281mg/L, during the study. The maximum hardness
level was recorded in the month of April.
Total alkalinity of the water was within the range 139-
245mg/L, with the mean at 166.08 mg/L; the minimum and
maximum levels were recorded during the months of
December and April, respectively, of the study year.
Phenolphthalein alkalinity values were recorded during the
months May-August within the range 4-16 mg/L; the
remaining periods of the study did not reveal any
phenolphthalein alkalinity in the water samples. Ammonical
nitrogen in the present study reached a maximum (5.83 g/L)
and minimum (3.26 g/L) level in June and September,
respectively. The nitrite content of the river water had values
within the range 0.012-0.102 mg/L, with the mean level at
0.047 mg/L, during the study. The stagnant nature of the water
during the month of May could have increased the nitrite
content while the rainy period could have decreased it to 0.012
mg/L, as observed in the month of September. The nitrate
content of the water sample was analyzed within the range
1.24-3.01 mg/L, with the average level at 1.92 mg/L, during
the study. The phosphate levels of the water were within the
range 0.019-.023 mg/L, with the mean level at 0.0154 mg/L,
during the study. The maximum phosphate level during the
study was recorded in the month of December.
Chemical oxygen demand values of the water were measured
within the range 41.08-77.24 mg/L, with the average at 58.52
mg/L, during the study. The minimum and maximum levels
were recorded during the months of June and November,
respectively. Biological oxygen demand measurements at the
sampling site showed values within the range 10.77-31.77
mg/L, with an average of 24.63 mg/L. The maximum BOD
was recorded in the month of May and the minimum in
September of the year of study. Chloride content in the
present study was within the range 53.56-143.16 mg/L, with
the mean at 102.45 mg/L. The minimum and maximum levels
were recorded in the month of February and May,
respectively. Sulphate content of the water attained the
minimum (10.34 mg/L) and maximum (59.67 mg/L) levels
during the months of November and May, respectively. The
calcium and magnesium levels of the water were also assessed
and the results for these were within the ranges 57.31-101.4
mg/L and 27.22-57.35 mg/L, respectively. Sodium and
potassium levels of the water attained the minimum and
maximum of 35.44 mg/L and 88.57 mg/L, respectively (for
sodium), and 3 mg/L and 8 mg/L, respectively (for
potassium). The average values for sodium and potassium
were 58.62 mg/L and 4.83 mg/L, respectively. The levels of
bicarbonates and carbonates during the study were found to lie
within the ranges 164.7-303.78 mg/L and 2.4-9.6 mg/L,
respectively. A correlation matrix for the present study
showed significant positive and negative relationships
between the parameters, as seen in Table.2. The study results
were segregated into four quarter-periods for the enumeration
of significant seasonal variations in each parameter. The
results showed significant variations in EC, TDS, TH, Cl and
Ca during the period of the study. The complete ANOVA
results are presented in Table.3. A consolidated report of all
the physicochemical parameters studied showed values for
these to be significantly higher than their standard limits on
account of pollution of the river water by industrials activities
(WHO 1990, Raja et al. 2008, Abita begum et al. 2009, Hema
et al. 2010, Shiddamallaya and Pratima, 2008). Indian rivers
are under a severe threat of pollution by industrial effluents
and municipal sewage wastes, and from anthropogenic
activities of a dense population, leading to a major alteration
in the physicochemical qualities of water (Varun prasath and
Nicholas daniel 2010). According to a news report of May 01,
2008, in The Hindu, dyeing units, power looms, and various
miscellaneous industries have increased their discharge of
effluents into neighboring water bodies which finally find
their way into the Cauvery river basin and its tributaries.
Mohamed Abubaker Sithik et al. (2009) reported pollution of
water in places of pilgrimage such as Agnitheertham and
Kothandaramar Temple; the south-eastern coast of India is
contaminated by faecal coliforms. The growth of
phytoplankton as an index of pollution of water by industrial
activities was reported by Shekhar et al. (2008); a comparison
of phytoplankton species diversity and physico-chemical
parameters between two perennial polluted water bodies was
reported by and Rajagopal et al. (2010). Tables 4 & 5 show a
decrease in total heterotrophic populations on account of
pollution by industrial toxic effluents. A consequence of this is
a drastic reduction in the population of beneficial microflora
of river water involved in natural waste degradation. The
predominant bacterial and fungal species identified based on
Bergey’s Systematic Manual of Bacteriology (David R Boone
et al.,2001),) were Pseudomonas sp, Bacillus sp,
Cornybacterium sp Acinetobacter sp, Aspergillus sp and
Penicillum sp (data not shown). These species are able to
degrade the toxic endocrine disrupting chemical (EDC),
bisphenol-A, due to their acquired resistance mechanisms
(Vijayalakshmi and Ramadas 2010). The population of fungal
and bacterial flora are less in the summer season because of
the climatic conditions. Likewise, the fewer microbes that
survived the winter season increased in number during the
monsoon. Saradhamani et al. ( 2002) reported that beneficial
Phyto- and Zoo-plankton populations in river water are greatly
reduced by the load of organic wastes from the paper mills
and other industries. Abita begum and Harikrishna (2008)
reported that rotifer species are disappearing from rivers due
to pollution, and only species capable of tolerating the
increased organic loads. Venkatesraju et al. (2010) reported
that high concentrations of coliforms in river water due to
municipal sewage disposal render the water unfit for human
consumption
IJRET: International Journal of Research in Engineering and Technology ISSN: 2319-1163
__________________________________________________________________________________________
Volume: 02 Issue: 03 | Mar-2013, Available @ http://www.ijret.org 308
CONCLUSIONS
The present study attempts to analyze the physico-chemical
and microbiological parameters of water from a part of the
Cauvery river (Pallipalayam region). The levels for these
parameters are higher than their acceptable limits; the
decreased levels of beneficial microbial populations in the
river water samples are an indication that the river is
encumbered with large quantities of xenobiotic compounds. A
continuous monitoring of the quality of water and steps to
prevent further pollution of the river are to be taken to stop
further deterioration in the water quality.
ACKNOWLEDGMENTS
We sincerely thank the Management and Principal of
Hindustan College of Arts and Science, Coimbatore for
providing facility to complete the research work. We special
thank to Dr.N.Murugalatha Head of the Department of
Biotechnology and Microbiology for the constant
encouragement during the study period.
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IJRET: International Journal of Research in Engineering and Technology ISSN: 2319-1163
__________________________________________________________________________________________
Volume: 02 Issue: 03 | Mar-2013, Available @ http://www.ijret.org 309
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Table - 1. Descriptive summary of the physicochemical properties of sampling point (Pallipalalyam)
Table - 2. Correlation matrix of the physicochemical properties of Pallipalayam water sample
Temp pH EC DO Tdy TDS TSS TH TA PA AN NO2 NO3 TP COD BOD
Te mp 1 .681(a) .439 -.472
-
.059
.444 .058 .327 .341 .518 .789(b) .815(b) .198 .560 -.560 .454
pH .681(a) 1 .268 -.444 .194 .267
-
.177
.217 -.136
.996
(b)
.694(a) .573 -.073 .161
-
.586(a)
.404
EC .439 .268 1 -.292
-
.193
1.00
(b)
.045
.981
(b)
.792(b) .226 .729(b) .723(b) .489 .364 -.562 .231
DO -.472 -.444 -.292 1 .245 -.295 .452
-
.161
.146 .163 -.384 -.410 -.202 -.705(a) .394 -.993(b)
Tdy -.059 .194 -.193 .245 1 -.191 .455
-
.213
-.184
-
.641
-.070 .027 .295 -.294 -.029 -.258
TDS .444 .267 1.00(b) -.295
-
.191
1 .052
.980
(b)
.795(b) .222 .732(b) .726(b) .492 .374 -.565 .235
TSS .058 -.177 .045 .452 .455 .052 1 .017 .451 .543 .056 .053 .132 -.015 -.025 -.431
TH .327 .217 .981(b) -.161
-
.213
.980(b
)
.017 1 .787(b) .297 .668(a) .640(a) .415 .254 -.518 .092
TA 341 -.136 .792(b) .146 - .795(b .451 .787 1 .004 .487 .564 .440 .257 -.254 -.169
Parameters N Range Mini Max Sum Mean Std. Dev Variance
Temp (˚C) 12 04.30 24.70 29.00 322.60 26.88 1.779 3.167
pH 12 01.70 7.50 9.20 97.80 8.15 0.511 0.261
EC (µS/cm) 12 576.00 406.00 982.00 7850.00 654.17 173.724 30180.152
DO (mg/L) 12 01.74 3.38 5.12 47.72 3.98 0.477 0.228
Tdy (NTU) 12 04.00 7.00 11.00 98.00 8.17 1.193 1.424
TDS (mg/L) 12 410.00 291.00 701.00 5608.00 467.33 122.961 15119.515
TSS (mg/L) 12 02.00 3.00 5.00 45.00 3.75 0.754 0.568
TH (mg/L) 12 136.00 228.00 364.00 3372.00 281.00 42.166 1778.000
TA (mg/L) 12 114.00 135.00 249.00 1993.00 166.08 30.315 918.992
PA (mg/L) 4 12.00 4.00 16.00 29.00 7.25 5.852 34.250
AN (mg/L) 12 2.57 3.26 5.83 50.68 4.22 0.862 0.743
NO2 (mg/L) 12 0.09 0.01 0.10 0.57 0.05 0.029 0.001
NO3 (mg/L) 12 1.77 1.24 3.01 22.98 1.92 0.526 0.277
PO4 (mg/L) 12 0.21 0.02 .23 1.85 0.15 0.059 0.004
COD (mg/L) 12 36.16 41.08 77.24 702.28 58.52 10.413 108.432
BOD (mg/L) 12 21.00 10.77 31.77 295.57 24.63 5.894 34.734
Cl (mg/L) 12 89.60 53.56 143.16 1229.35 102.45 28.197 795.051
SO4 (mg/L) 12 49.33 10.34 59.67 312.45 26.04 15.148 229.471
Ca (mg/L) 12 44.09 57.31 101.40 993.95 82.83 15.411 237.504
Mg (mg/L) 12 30.13 27.22 57.35 432.55 36.05 8.604 74.040
Na (mg/L) 12 53.13 35.44 88.57 703.46 58.62 18.783 352.791
K (mg/L) 12 5.00 3.00 8.00 58.00 4.83 1.267 1.606
HCO3 (mg/L) 12 139.08 164.70 303.78 2431.46 202.62 36.984 1367.828
CO3 (mg/L) 4 7.20 2.40 9.60 17.40 4.35 3.511 12.330
IJRET: International Journal of Research in Engineering and Technology ISSN: 2319-1163
__________________________________________________________________________________________
Volume: 02 Issue: 03 | Mar-2013, Available @ http://www.ijret.org 310
.184 ) (b)
PA .518 .996(b) .226 .163
-
.641
.222 .543 .297 .004 1 .741 -.412 -.733 -.268 -.619 -.213
AN .789(b) .694(a) .729(b) -.384
-
.070
.732(b
)
.056
.668
(a)
.487 .741 1 .820(b) .260 .492
-
.875(b)
.333
NO2 .815(b) .573 .723(b) -.410 .027
.726(b
)
.053
.640
(a)
.564
-
.412
.820(b) 1 .423 .502
-
.585(a)
.382
NO3 .198 -.073 .489 -.202 .295 .492 .132 .415 .440
-
.733
.260 .423 1 .194 -.274 .183
TP .560 .161 .364
-
.705(a
)
-
.294
.374
-
.015
.254 .257
-
.268
.492 .502 .194 1 -.540 .692(a)
COD -.560 -.586(a) -.562 .394
-
.029
-.565
-
.025
-
.518
-.254
-
.619
-.875(b) -.585(a) -.274 -.540 1 -.328
BOD .454 .404 .231
-
.993(b
)
-
.258
.235
-
.431
.092 -.169
-
.213
.333 .382 .183 .692(a) -.328 1
Cl .836(b) .627(a) .266 -.200 .376 .272 .304 .166 .244
-
.121
.714(b) .763(b) .250 .386
-
.596(a)
.185
SO4 .598(a) .711(b) .709(b) -.416 .091
.707(a
)
-
.038
.644
(a)
.345 .224 .827(b) .775(b) .455 .205
-
.717(b)
.379
Ca .310 .440 .890(b) -.246
-
.125
.884(b
)
-
.220
.909
(b)
.517 .657 .680(a) .599(a) .312 .079 -.530 .172
Mg .096 -.449 .409 .157
-
.242
.417 .528 .411 .759(b)
-
.502
.115 .220 .312 .429 -.084 -.159
Na .812(b) .820(b) .274 -.318 .358 .276 .069 .175 .066 .367 .739(b) .716(b) .261 .204
-
.612(a)
.298
K .531 .112 .494 .143 .260 .499 .523 .459 .720(b)
-
.370
.401 .569 .303 .208 -.109 -.170
HCO3 .341 -.136 .792(b) .146
-
.184
.795(b
)
.451
.787
(b)
1.00(b) .004 .487 .564 .440 .257 -.254 -.169
CO3 .518 .996(b) .226 .163
-
.641
.222 .543 .297 .004
1.00
(b)
.741 -.412 -.733 -.268 -.619 -.213
Table-3. ANOVA results for the Pallipalayam water sample
a Correlation is significant at the 0.05 level (2-tailed).
b Correlation is significant at the 0.01 level (2-tailed).
Param. Cl SO4 Ca Mg Na K HCO3 CO3
Temp .836(b) .598(a) .310 .096 .812(b) .531 .341 .518
pH .627(a) .711(b) .440 -.449 .820(b) .112 -.136 .996(b)
EC .266 .709(b) .890(b) .409 .274 .494 .792(b) .226
DO -.200 -.416 -.246 .157 -.318 .143 .146 .163
Tdy .376 .091 -.125 -.242 .358 .260 -.184 -.641
TDS .272 .707(a) .884(b) .417 .276 .499 .795(b) .222
TSS .304 -.038 -.220 .528 .069 .523 .451 .543
TH .166 .644(a) .909(b) .411 .175 .459 .787(b) .297
TA .244 .345 .517 .759(b) .066 .720(b) 1.00(b) .004
PA -.121 .224 .657 -.502 .367 -.370 .004 1.00(b)
AN .714(b) .827(b) .680(a) .115 .739(b) .401 .487 .741
NO2 .763(b) .775(b) .599(a) .220 .716(b) .569 .564 -.412
NO3 .250 .455 .312 .312 .261 .303 .440 -.733
TP .386 .205 .079 .429 .204 .208 .257 -.268
COD -.596(a) -.717(b) -.530 -.084 -.612(a) -.109 -.254 -.619
BOD .185 .379 .172 -.159 .298 -.170 -.169 -.213
Cl 1 .566 .178 -.001 .908(b) .537 .244 -.121
SO4 .566 1 .744(b) -.078 .743(b) .170 .345 .224
IJRET: International Journal of Research in Engineering and Technology ISSN: 2319-1163
__________________________________________________________________________________________
Volume: 02 Issue: 03 | Mar-2013, Available @ http://www.ijret.org 311
Ca .178 .744(b) 1 -.006 .326 .290 .517 .657
Mg -.001 -.078 -.006 1 -.299 .455 .759(b) -.502
Na .908(b) .743(b) .326 -.299 1 .325 .066 .367
K .537 .170 .290 .455 .325 1 .720(b) -.370
HCO3 .244 .345 .517 .759(b) .066 .720(b) 1 .004
CO3 -.121 .224 .657 -.502 .367 -.370 .004 1
Table - 4 Enumerations of Bacterial populations in Pallipalyam water sample duringJanuary 2009 to December 2009
Sum of Squares df Mean Square F Sig.
Temp 20.330 3 6.777 3.737 .060
pH 1.237 3 0.412 2.019 .190
EC 269521.667 3 89840.556 11.507 .003
DO .317 3 0.106 0.387 .766
Tdy 7.000 3 2.333 2.154 .172
TDS 134446.000 3 44815.333 11.250 .003
TSS 2.917 3 0.972 2.333 .150
TH 16136.667 3 5378.889 12.577 .002
TA 4978.250 3 1659.417 2.587 .126
PA 30.250 1 30.250 0.834 .457
AN 5.460 3 1.820 5.364 .026
NO2 .006 3 0.002 3.992 .052
NO3 .495 3 0.165 0.518 .681
TP .017 3 0.006 2.107 .178
COD 523.998 3 174.666 2.089 .180
BOD 55.190 3 18.397 0.450 .724
Cl 7213.349 3 2404.450 12.554 .002
SO4 1668.914 3 556.305 5.204 .028
Ca 2272.622 3 757.541 17.828 .001
Mg 274.519 3 91.506 1.356 .324
Na 2586.744 3 862.248 5.331 .026
K 9.667 3 3.222 3.222 .083
HCO3 7409.627 3 2469.876 2.587 .126
CO3 10.890 1 10.890 0.834 .457
IJRET: International Journal of Research in Engineering and Technology ISSN: 2319-1163
__________________________________________________________________________________________
Volume: 02 Issue: 03 | Mar-2013, Available @ http://www.ijret.org 312
Table 5 Enumerations of Fungal populations in Pallipalyam water sample January 2009 to December 2009Fungi–
Dilution
(CFU/ml)
January
February
March
April
May
June
July
August
September
October
November
December
102
3.0 3.2 0.1 0.1 0.1 3.1 3.2 3.3 3.2 3.2 3.2 3.2
Bacteria–
Dilution
(CFU/ml)
January
February
March
April
May
June
July
August
September
October
November
December
102
4.0 3.5 0.5 0.5 0.5 3.2 3.2 3.3 3.5 3.5 4.0 4.3

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Evaluation of physico - chemical parameters and microbiological populations of cauvery river water in the pallipalayam region of tamil nadu, india

  • 1. IJRET: International Journal of Research in Engineering and Technology ISSN: 2319-1163 __________________________________________________________________________________________ Volume: 02 Issue: 03 | Mar-2013, Available @ http://www.ijret.org 305 EVALUATION OF PHYSICO - CHEMICAL PARAMETERS AND MICROBIOLOGICAL POPULATIONS OF CAUVERY RIVER WATER IN THE PALLIPALAYAM REGION OF TAMILNADU, INDIA Vijayalakshmi1 , G, Ramadas .V2 and H.Nellaiah3 1 Assistant Professor, PG & Research Dept.of Biotechnology, Hindustan College of Arts & Science Coimbatore 641028, Tamil Nadu, India, 2 Professor, PG & Research Department of Zoology, Raja Doraisingam Government Arts College, Sivagangai - 630 561, Tamil Nadu, India, 3 Professor, Department of Biotechnology, Kalasalingam University, Krishnankoil, TamilNadu, India., researchviji@rediffmail.com, rammarine@yahoo.in, h.nellaiah@klu.ac.in Abstract The present investigation was carried out to evaluate physico-chemical parameters and total heterotrophic bacterial and fungal populations from Cauvery River water in the Pallipalyam region during the period from January 2009 to December 2009 . Physico- chemical parameters were analyzed using APHA standard procedure and microbiological count done by standard pour plate technique. The Physico-chemical parameters like temperature, hydroxyl ionic concentration (pH), electrical conductivity recorded were in a range of 24.7 - 29 C o , 7.5 - 9.2, and 406 - 982 µS/cm respectively. Besides, turbidity, Dissolved Oxygen (DO), Total Dissolved Solids (TDS), Total Suspended Solids (TSS ), Total hardness and Total alkalinity of river water samples recorded were in the ranges of 7 – 11 NTU, 5 - 12mg/L, 291-701mg/L , 3 - 5mg/L, 228-364mg/L, and 139 - 245mg/L respectively. Nitrite, Phosphate, Chemical Oxygen Demand (COD) and Chloride of the river water exhibits within the ranges of 0.012 - 0.102 mg/L, 0.019 -.023 mg/L, 41.08 - 77.24 mg/L, and 53.56 - 143.16 mg/L respectively. A calcium and magnesium levels of the water samples during the study period were analyzed and the results recorded were in the ranges of 57.31 - 101.4 mg/L and 27.22 - 57.35 mg/L respectively. The amount of Sodium, Potassium and Ammonical nitrogen of the water samples estimated were in the ranges of 35.44 - 88.57 mg/L and 3 - 8 mg/L, 5.83 and 3.26 mg/L respectively. Bicarbonates and carbonates levels analyzed during the study period recorded were in the ranges of 164.7-303.78 mg/L and 2.4 - 9.6 mg/L respectively. The total bacterial and fungal populations were recorded during the study period. The maximum and minimum values of population density were ranged between 4.3 - 0.5 X 103 CFU/ml, and 3.2 - 0.1 X 103 CFU/ml respectively. The values of Physico-chemical parameters recorded were indicated that, the river was polluted in terms of increased accumulation of xenobiotics compounds by anthropogenic activities .The immediate attention from the concerned authorities is required to protect river from further pollution. Index Terms: River Cauvery, Physico-Chemical parameter, Microbial Population, Statistical analysis ----------------------------------------------------------------------***------------------------------------------------------------------------ 1. INTRODUCTION Water is an essential constituent of all forms of life. Not surprisingly, the unique properties of water make us wonder if it was specially created for living organisms since no other liquid can absolutely replace it. The shift in lifestyles of human communities from the traditional to the modern and urban involved the destruction of valuable non-renewable natural resources and the disintegration of the environment. Hence, billions of gallons of wastes resulting from industrial activities, housing settlements, and agricultural process are discharged into river and fresh water bodies, leading to the transformation of rivers to sewers (Srinivasan et al. 1980, Navneet Kumar and Sinha 2010, Mary Helen et al. 2011, Ramkumar, et al. 2010). These problems are aggravated by the persistence of non-degradable inorganic and organic pollutants and hazardous heavy metals (Abida begum et al. 2009). This is because our environmental laws play hide-and- seek with environmental quality even at the cost of massive ecological damage. The Cauvery river is one of the major rivers of India and is also considered sacred. The Cauvery basin extends over an area of 81,155km2 , which is nearly 24.7% of the total geographical area of the country. Four major tributaries, namely, the Bhavani, Noyal, Amarvathi and Thirumanimuthar rivers confluence with the Cauvery river (Hema et al., 2010). The primary uses of the river’s waters are for agricultural activities, household consumption, drinking, electricity etc, but nowadays the water quality of the river water is deteriorated overwhelmingly because of industrial activities, and pollution from sewage wastes, washing, bathing and miscellaneous activities (Abita begum and Harikrishna 2008; Venkatesraju et al. 2010). Up till now, many investigators have carried out studies on the Cauvery river but only a few are available on the Pallipalayam region of the river despite the fact that this part of the river is heavily polluted with industrial wastes, mainly from dyeing units. The
  • 2. IJRET: International Journal of Research in Engineering and Technology ISSN: 2319-1163 __________________________________________________________________________________________ Volume: 02 Issue: 03 | Mar-2013, Available @ http://www.ijret.org 306 beneficial microflora of the river have been greatly reduced by xenobiotic compounds which might lead to the survival of only those organisms resistant to these compounds (Venkateshraju et al.2010). Evaluations of polluted water for their physicochemical and biological parameters are essential for future pollution abatement programmes (Saradhamani et al. 2002 and Mohammad Subhan et al. 2012). For this study, the sampling point (Pallipalayam region) was selected on the basis of its importance; and an attempt has been made to check the water quality by physicochemical and microbiological analyses over a period of a 12 months (January, 2009 – December, 2009). The statistical Pearson correlation matrix and Tukey HSD ANOVA analysis are highly useful tool for correlating different parameters. Correlation analysis measures the closeness of the relationship between the chosen independent and dependent variables. 2. MATERIAL AND METHODS 2.1 Study-area description Pallipalayam is one of the municipal towns in the Namakkal district of Tamilnadu, lying between 11 0 10’ and 11 0 20’ Northern latitudes and between 77 0 30’ and 77 0 40’ Eastern longitudes. The river bed is rocky in the plains, which support the growth of agriculture, freshwater fauna, and flora of the Pallipalayam region. 2.2 Sample collection Water samples were collected from the Pallipalayam region for a period of one year (January, 2009 to December, 2009) for the evaluation of physico-chemical parameters and enumeration of microbial populations. Samples were collected during the first week of every month in sterile plastic containers, transported to the laboratory after addition of a preservative reagent, and stored at 4oC till analyzed. They were then tested for various physico-chemical and microbiological parameters using standard methods. 2.3 Physico-Chemical parameters Physicochemical determinations on the water samples were carried out through standard methodologies of the American Public Health Association (APHA, 2005). Electrical Conductivity (EC), pH, Temperature (Temp) and Turbidity (TDY) were measured in situ. Spectrophotometric determinations for the study were carried out with a UV- Visible spectrophotometer (UV-Vis Double-beam Spectrophotometer, Systronics 2201). Besides, the following parameters were determined according to the methods in parantheses mentioned next to them: Dissolved Oxygen (Winkler’s method), Total Dissolved Solids, Total Suspended Solids, and Total Hardness (EDTA titration method), Total Alkalinity (Acid titration method), Ammonia (Kjeldhal’s titration method), Nitrite (Spectrophotometric method), Nitrate ( Ultraviolet Spectrophotometric Screening Method), Phosphate (Stannous chloride Spectrophotometric method), Chemical Oxygen Demand (Closed reflux titration method), Biochemical Oxygen Demand (Bio-assay and Winkler’s method), Chlorides (Argentometric Method), Sulphates (Turbidity method), Magnesium (EDTA titration method), and Sodium and Potassium (Flame Photometric Method). The results for all parameters, except pH and EC were expressed in mg/l (APHA 2005,Tirevedi and Goel 1986). 2.4 Enumeration of total heterotrophic bacterial populations To determine total heterotrophic bacterial populations, samples were collected in sterile containers and immediately transported to the laboratory. Bacteria and fungi were enumerated and represented as colony forming units (CFU/ml) by employing a standard pour-plate method according to Cappuccino and Sherman (1999). 2.5 Statistical Analysis Pearson correlation matrix and Tukey HSD ANOVA were calculated to assess the relationship between the physicochemical parameters and to evaluate quarterly variations in the physicochemical properties of the water samples. The data were processed using SPSS package, Version 13. 3. RESULTS AND DISCUSSION The work was carried out during the period January, 2009 to December, 2009. The river in the Pallipalayam region was assessed for its quality through determinations of the physicochemical properties and enumeration of the microbial population of water samples from the riverbank areas. A descriptive summary of the physicochemical properties of the water samples is presented in Table.1. The temperature profile of the water lay within the range 24.7-29˚C and the mean temperature was 26.88˚C for the period. The minimum and maximum temperatures were recorded during September and May/June of the year, respectively. Hydroxyl ionic concentration at the sampling site corresponded to a pH 7.5- 9.2, with the average at 8.15 during the study. The water sample was slightly alkaline throughout the duration of the study. Electrical conductivity values of the water samples were in the range 406-982 µS/cm, with the mean at 654.17µS/cm whereas higher values for this were recorded between the months of March and June. The turbidity of the water samples was observed to lie in the range 7-11NTU during the study, with the average at 8.17NTU. A higher level of turbidity was recorded in the month of September due to the higher rainfall along the banks of the Cauvery River. The dissolved oxygen content of the river water was about 5.12mg/L throughout the study and a lower level of DO was recorded during the month of May (3.38mg/L). In the month of September the DO level rose on account of higher rainfall along the river catchment areas. The solid content of the water
  • 3. IJRET: International Journal of Research in Engineering and Technology ISSN: 2319-1163 __________________________________________________________________________________________ Volume: 02 Issue: 03 | Mar-2013, Available @ http://www.ijret.org 307 samples was measured separately for dissolved solids and suspended solids. The results showed TDS and TSS levels as being within the range 291-701mg/L and 3-5mg/L, respectively, during the study period. Values for total hardness of the water were within the range 228-364mg/L, with the average at 281mg/L, during the study. The maximum hardness level was recorded in the month of April. Total alkalinity of the water was within the range 139- 245mg/L, with the mean at 166.08 mg/L; the minimum and maximum levels were recorded during the months of December and April, respectively, of the study year. Phenolphthalein alkalinity values were recorded during the months May-August within the range 4-16 mg/L; the remaining periods of the study did not reveal any phenolphthalein alkalinity in the water samples. Ammonical nitrogen in the present study reached a maximum (5.83 g/L) and minimum (3.26 g/L) level in June and September, respectively. The nitrite content of the river water had values within the range 0.012-0.102 mg/L, with the mean level at 0.047 mg/L, during the study. The stagnant nature of the water during the month of May could have increased the nitrite content while the rainy period could have decreased it to 0.012 mg/L, as observed in the month of September. The nitrate content of the water sample was analyzed within the range 1.24-3.01 mg/L, with the average level at 1.92 mg/L, during the study. The phosphate levels of the water were within the range 0.019-.023 mg/L, with the mean level at 0.0154 mg/L, during the study. The maximum phosphate level during the study was recorded in the month of December. Chemical oxygen demand values of the water were measured within the range 41.08-77.24 mg/L, with the average at 58.52 mg/L, during the study. The minimum and maximum levels were recorded during the months of June and November, respectively. Biological oxygen demand measurements at the sampling site showed values within the range 10.77-31.77 mg/L, with an average of 24.63 mg/L. The maximum BOD was recorded in the month of May and the minimum in September of the year of study. Chloride content in the present study was within the range 53.56-143.16 mg/L, with the mean at 102.45 mg/L. The minimum and maximum levels were recorded in the month of February and May, respectively. Sulphate content of the water attained the minimum (10.34 mg/L) and maximum (59.67 mg/L) levels during the months of November and May, respectively. The calcium and magnesium levels of the water were also assessed and the results for these were within the ranges 57.31-101.4 mg/L and 27.22-57.35 mg/L, respectively. Sodium and potassium levels of the water attained the minimum and maximum of 35.44 mg/L and 88.57 mg/L, respectively (for sodium), and 3 mg/L and 8 mg/L, respectively (for potassium). The average values for sodium and potassium were 58.62 mg/L and 4.83 mg/L, respectively. The levels of bicarbonates and carbonates during the study were found to lie within the ranges 164.7-303.78 mg/L and 2.4-9.6 mg/L, respectively. A correlation matrix for the present study showed significant positive and negative relationships between the parameters, as seen in Table.2. The study results were segregated into four quarter-periods for the enumeration of significant seasonal variations in each parameter. The results showed significant variations in EC, TDS, TH, Cl and Ca during the period of the study. The complete ANOVA results are presented in Table.3. A consolidated report of all the physicochemical parameters studied showed values for these to be significantly higher than their standard limits on account of pollution of the river water by industrials activities (WHO 1990, Raja et al. 2008, Abita begum et al. 2009, Hema et al. 2010, Shiddamallaya and Pratima, 2008). Indian rivers are under a severe threat of pollution by industrial effluents and municipal sewage wastes, and from anthropogenic activities of a dense population, leading to a major alteration in the physicochemical qualities of water (Varun prasath and Nicholas daniel 2010). According to a news report of May 01, 2008, in The Hindu, dyeing units, power looms, and various miscellaneous industries have increased their discharge of effluents into neighboring water bodies which finally find their way into the Cauvery river basin and its tributaries. Mohamed Abubaker Sithik et al. (2009) reported pollution of water in places of pilgrimage such as Agnitheertham and Kothandaramar Temple; the south-eastern coast of India is contaminated by faecal coliforms. The growth of phytoplankton as an index of pollution of water by industrial activities was reported by Shekhar et al. (2008); a comparison of phytoplankton species diversity and physico-chemical parameters between two perennial polluted water bodies was reported by and Rajagopal et al. (2010). Tables 4 & 5 show a decrease in total heterotrophic populations on account of pollution by industrial toxic effluents. A consequence of this is a drastic reduction in the population of beneficial microflora of river water involved in natural waste degradation. The predominant bacterial and fungal species identified based on Bergey’s Systematic Manual of Bacteriology (David R Boone et al.,2001),) were Pseudomonas sp, Bacillus sp, Cornybacterium sp Acinetobacter sp, Aspergillus sp and Penicillum sp (data not shown). These species are able to degrade the toxic endocrine disrupting chemical (EDC), bisphenol-A, due to their acquired resistance mechanisms (Vijayalakshmi and Ramadas 2010). The population of fungal and bacterial flora are less in the summer season because of the climatic conditions. Likewise, the fewer microbes that survived the winter season increased in number during the monsoon. Saradhamani et al. ( 2002) reported that beneficial Phyto- and Zoo-plankton populations in river water are greatly reduced by the load of organic wastes from the paper mills and other industries. Abita begum and Harikrishna (2008) reported that rotifer species are disappearing from rivers due to pollution, and only species capable of tolerating the increased organic loads. Venkatesraju et al. (2010) reported that high concentrations of coliforms in river water due to municipal sewage disposal render the water unfit for human consumption
  • 4. IJRET: International Journal of Research in Engineering and Technology ISSN: 2319-1163 __________________________________________________________________________________________ Volume: 02 Issue: 03 | Mar-2013, Available @ http://www.ijret.org 308 CONCLUSIONS The present study attempts to analyze the physico-chemical and microbiological parameters of water from a part of the Cauvery river (Pallipalayam region). The levels for these parameters are higher than their acceptable limits; the decreased levels of beneficial microbial populations in the river water samples are an indication that the river is encumbered with large quantities of xenobiotic compounds. A continuous monitoring of the quality of water and steps to prevent further pollution of the river are to be taken to stop further deterioration in the water quality. ACKNOWLEDGMENTS We sincerely thank the Management and Principal of Hindustan College of Arts and Science, Coimbatore for providing facility to complete the research work. We special thank to Dr.N.Murugalatha Head of the Department of Biotechnology and Microbiology for the constant encouragement during the study period. REFERENCES [1] Abida Begum M, Ramaiah, Harikrishna, Irfanulla khan, Veena K (2009), Heavy Metal pollution and Chemical Profile of Cauvery River. Water E- J. of Chemistry, 6 (1) pp 47-52. [2] Abida Begum and Harikrishna (2008), Study on the quality of water in some streams of Cauvery river .E J. of chemistry. 5 (2) pp 374-384. [3] APHA (2005), Standard methods for the examination of waters and wastewater analysis. 21th Edn. Washington. D.C. [4] David R Boone, Richard W Castenholz and George M Garrity (2001), “Bergey’s Manual of systemic Bacteriology” Second edition, Springer New York. Pp1.171. [5] Hema S, SubramaniT, Elango L (2010), GIS Study on Vulnerability Assessment of Water Quality in a Part of CauveryRiver International Journal Of Environ. Sciences Volume 1, No 1 pp1-17. [6] Hindu news report May 01 2008, Coimbatore Edition [7] James G Cappuccino and Natile Sherma (1999), “Microbiology –A Laboratory Manual” Fourth edition, Addison Wesley Longman .Inc. [8] Mary Helen P.A, Jayasree S, Antony Johnson J, Belsha Jaya Edith I H, Chittarasu ( 2011), Seasonal Variations In PhysicoChemicalParameters Of Water In Coconut Husk Retting Area, Parakkani, Tamil Nadu :International J. of Envi. sci, 1 (6) pp1063-1068. [9] Mohamed Abubaker A , Sithik G, Thirumaran R, ArumugamR, Ragupathi Raja Kannan Anantharaman P (2009), :Physico-Chemical Parameters of Holy Places Agnitheertham andKothandaramar Temple; Southeast Coast of India, American-Eurasian Journal of Scientific Research Vol 4 no 2 :pp 108-116. [10] Mohammad Subhan, Nagesh P.C, Krishna Rao (2012), Physico chemical and biological parameters of paper industry effluent, Scholars Research LibraryJ. Nat. Prod. Plant Resour. 2 (3):pp445-448. [11] Navneet Kumar I, Sinha DK (2010), Drinking water quality management through correlation studies among various physicochemicalparameters: A case study. International J. of Envi. Sci. 1(2) PP253. [12] Raja PA, Muhindhar Amarnath, Elangovan , Palanivel M (2008), Evaluation of physical and chemical parameters of river Kaveri,Tiruchirappalli, Tamil Nadu, India. J of Environ. Biol 29(5) pp765-768. [13] Rajagopal T, Thangamani A, Archun G (2010), Comparison of physico-chemical parameters and hytoplankton species diversity of two perennial ponds in Sattur area, Tamil Nadu . Jr. of Environ. Biol. 31(5) pp 787-794 [14] Ramkumar T, Venkatramanan S, Anitha MaryI, Tamilselvi M, Ramesh G (2010), Hydro geochemical Quality of Groundwater in Vedaraniyam Town,TamilNadu, India. Research Journal of Environ and Earth Sciences 2(1): pp 44-48. [15] Saradha Mani N, Shanthi K, Kumaravelu T, Jaganatahn R (2002), The effect of paper mill effluents on the physico chemical characters and the dynamics of plankton populations in the river Cauvery. Perspectives in animal ecology &reproduction vol 1-book. Daya publishing house New Delhi [16] Shekhar R T, Kiran B R, Puttaiah E T , Shivaraj Y Mahadevan M (2008), Phytoplankton as index of water quality with reference to industrial pollution. J. Environ. Biol, 29, pp 233-236. [17] Shiddamallayya N, Pratima M (2008), Impact of domestic sewage of fresh water body. J. Environ. Biol., 29, 303-308 [18] Srinivasan AV, Sampath K, Paramasivam M , Ananthanarayanan R (1980), Pollution of river Cauvery from industrial and urban waste. Proc. Symp.Environ. Biol., Trivandrum. pp. 179-190. [19] Tirvedi R K, Goel PK (1986), Chemical and biological methods for water pollution studies. Environmental Publications, Karad. [20] Varun Prasad, Nicholas A Daniel (2010), Physicochemical parameters of river Bhavani in three stations Tamilnadu, India, Iranica journal of energy &Environment 1(4):321-325. [21] Venkateshraju K, Ravikuamr P, Soma Shankar R K, Prakash K L (2010), Physicochemical and bacteriological investigations of the river Cauvery of kollegal stretch in Karnataka ,Kathamandu university ,Journal of science and engineering and technology 6 ( 1) pp 50-59 . [22] Vijayalakshmi Gengadharan and Ramadas, V. (2010), “Biodegradation of Bisphenol A by Pseudomonas monteilli isolated from effluents of thermal paper industry. IUP Journal of biotechnology 4 (2) pp 36-44.
  • 5. IJRET: International Journal of Research in Engineering and Technology ISSN: 2319-1163 __________________________________________________________________________________________ Volume: 02 Issue: 03 | Mar-2013, Available @ http://www.ijret.org 309 [23] WHO (1990), Guidelines for drinking water quality, Health Criteria and other supporting information, Genera;WHOVol.2. Table - 1. Descriptive summary of the physicochemical properties of sampling point (Pallipalalyam) Table - 2. Correlation matrix of the physicochemical properties of Pallipalayam water sample Temp pH EC DO Tdy TDS TSS TH TA PA AN NO2 NO3 TP COD BOD Te mp 1 .681(a) .439 -.472 - .059 .444 .058 .327 .341 .518 .789(b) .815(b) .198 .560 -.560 .454 pH .681(a) 1 .268 -.444 .194 .267 - .177 .217 -.136 .996 (b) .694(a) .573 -.073 .161 - .586(a) .404 EC .439 .268 1 -.292 - .193 1.00 (b) .045 .981 (b) .792(b) .226 .729(b) .723(b) .489 .364 -.562 .231 DO -.472 -.444 -.292 1 .245 -.295 .452 - .161 .146 .163 -.384 -.410 -.202 -.705(a) .394 -.993(b) Tdy -.059 .194 -.193 .245 1 -.191 .455 - .213 -.184 - .641 -.070 .027 .295 -.294 -.029 -.258 TDS .444 .267 1.00(b) -.295 - .191 1 .052 .980 (b) .795(b) .222 .732(b) .726(b) .492 .374 -.565 .235 TSS .058 -.177 .045 .452 .455 .052 1 .017 .451 .543 .056 .053 .132 -.015 -.025 -.431 TH .327 .217 .981(b) -.161 - .213 .980(b ) .017 1 .787(b) .297 .668(a) .640(a) .415 .254 -.518 .092 TA 341 -.136 .792(b) .146 - .795(b .451 .787 1 .004 .487 .564 .440 .257 -.254 -.169 Parameters N Range Mini Max Sum Mean Std. Dev Variance Temp (˚C) 12 04.30 24.70 29.00 322.60 26.88 1.779 3.167 pH 12 01.70 7.50 9.20 97.80 8.15 0.511 0.261 EC (µS/cm) 12 576.00 406.00 982.00 7850.00 654.17 173.724 30180.152 DO (mg/L) 12 01.74 3.38 5.12 47.72 3.98 0.477 0.228 Tdy (NTU) 12 04.00 7.00 11.00 98.00 8.17 1.193 1.424 TDS (mg/L) 12 410.00 291.00 701.00 5608.00 467.33 122.961 15119.515 TSS (mg/L) 12 02.00 3.00 5.00 45.00 3.75 0.754 0.568 TH (mg/L) 12 136.00 228.00 364.00 3372.00 281.00 42.166 1778.000 TA (mg/L) 12 114.00 135.00 249.00 1993.00 166.08 30.315 918.992 PA (mg/L) 4 12.00 4.00 16.00 29.00 7.25 5.852 34.250 AN (mg/L) 12 2.57 3.26 5.83 50.68 4.22 0.862 0.743 NO2 (mg/L) 12 0.09 0.01 0.10 0.57 0.05 0.029 0.001 NO3 (mg/L) 12 1.77 1.24 3.01 22.98 1.92 0.526 0.277 PO4 (mg/L) 12 0.21 0.02 .23 1.85 0.15 0.059 0.004 COD (mg/L) 12 36.16 41.08 77.24 702.28 58.52 10.413 108.432 BOD (mg/L) 12 21.00 10.77 31.77 295.57 24.63 5.894 34.734 Cl (mg/L) 12 89.60 53.56 143.16 1229.35 102.45 28.197 795.051 SO4 (mg/L) 12 49.33 10.34 59.67 312.45 26.04 15.148 229.471 Ca (mg/L) 12 44.09 57.31 101.40 993.95 82.83 15.411 237.504 Mg (mg/L) 12 30.13 27.22 57.35 432.55 36.05 8.604 74.040 Na (mg/L) 12 53.13 35.44 88.57 703.46 58.62 18.783 352.791 K (mg/L) 12 5.00 3.00 8.00 58.00 4.83 1.267 1.606 HCO3 (mg/L) 12 139.08 164.70 303.78 2431.46 202.62 36.984 1367.828 CO3 (mg/L) 4 7.20 2.40 9.60 17.40 4.35 3.511 12.330
  • 6. IJRET: International Journal of Research in Engineering and Technology ISSN: 2319-1163 __________________________________________________________________________________________ Volume: 02 Issue: 03 | Mar-2013, Available @ http://www.ijret.org 310 .184 ) (b) PA .518 .996(b) .226 .163 - .641 .222 .543 .297 .004 1 .741 -.412 -.733 -.268 -.619 -.213 AN .789(b) .694(a) .729(b) -.384 - .070 .732(b ) .056 .668 (a) .487 .741 1 .820(b) .260 .492 - .875(b) .333 NO2 .815(b) .573 .723(b) -.410 .027 .726(b ) .053 .640 (a) .564 - .412 .820(b) 1 .423 .502 - .585(a) .382 NO3 .198 -.073 .489 -.202 .295 .492 .132 .415 .440 - .733 .260 .423 1 .194 -.274 .183 TP .560 .161 .364 - .705(a ) - .294 .374 - .015 .254 .257 - .268 .492 .502 .194 1 -.540 .692(a) COD -.560 -.586(a) -.562 .394 - .029 -.565 - .025 - .518 -.254 - .619 -.875(b) -.585(a) -.274 -.540 1 -.328 BOD .454 .404 .231 - .993(b ) - .258 .235 - .431 .092 -.169 - .213 .333 .382 .183 .692(a) -.328 1 Cl .836(b) .627(a) .266 -.200 .376 .272 .304 .166 .244 - .121 .714(b) .763(b) .250 .386 - .596(a) .185 SO4 .598(a) .711(b) .709(b) -.416 .091 .707(a ) - .038 .644 (a) .345 .224 .827(b) .775(b) .455 .205 - .717(b) .379 Ca .310 .440 .890(b) -.246 - .125 .884(b ) - .220 .909 (b) .517 .657 .680(a) .599(a) .312 .079 -.530 .172 Mg .096 -.449 .409 .157 - .242 .417 .528 .411 .759(b) - .502 .115 .220 .312 .429 -.084 -.159 Na .812(b) .820(b) .274 -.318 .358 .276 .069 .175 .066 .367 .739(b) .716(b) .261 .204 - .612(a) .298 K .531 .112 .494 .143 .260 .499 .523 .459 .720(b) - .370 .401 .569 .303 .208 -.109 -.170 HCO3 .341 -.136 .792(b) .146 - .184 .795(b ) .451 .787 (b) 1.00(b) .004 .487 .564 .440 .257 -.254 -.169 CO3 .518 .996(b) .226 .163 - .641 .222 .543 .297 .004 1.00 (b) .741 -.412 -.733 -.268 -.619 -.213 Table-3. ANOVA results for the Pallipalayam water sample a Correlation is significant at the 0.05 level (2-tailed). b Correlation is significant at the 0.01 level (2-tailed). Param. Cl SO4 Ca Mg Na K HCO3 CO3 Temp .836(b) .598(a) .310 .096 .812(b) .531 .341 .518 pH .627(a) .711(b) .440 -.449 .820(b) .112 -.136 .996(b) EC .266 .709(b) .890(b) .409 .274 .494 .792(b) .226 DO -.200 -.416 -.246 .157 -.318 .143 .146 .163 Tdy .376 .091 -.125 -.242 .358 .260 -.184 -.641 TDS .272 .707(a) .884(b) .417 .276 .499 .795(b) .222 TSS .304 -.038 -.220 .528 .069 .523 .451 .543 TH .166 .644(a) .909(b) .411 .175 .459 .787(b) .297 TA .244 .345 .517 .759(b) .066 .720(b) 1.00(b) .004 PA -.121 .224 .657 -.502 .367 -.370 .004 1.00(b) AN .714(b) .827(b) .680(a) .115 .739(b) .401 .487 .741 NO2 .763(b) .775(b) .599(a) .220 .716(b) .569 .564 -.412 NO3 .250 .455 .312 .312 .261 .303 .440 -.733 TP .386 .205 .079 .429 .204 .208 .257 -.268 COD -.596(a) -.717(b) -.530 -.084 -.612(a) -.109 -.254 -.619 BOD .185 .379 .172 -.159 .298 -.170 -.169 -.213 Cl 1 .566 .178 -.001 .908(b) .537 .244 -.121 SO4 .566 1 .744(b) -.078 .743(b) .170 .345 .224
  • 7. IJRET: International Journal of Research in Engineering and Technology ISSN: 2319-1163 __________________________________________________________________________________________ Volume: 02 Issue: 03 | Mar-2013, Available @ http://www.ijret.org 311 Ca .178 .744(b) 1 -.006 .326 .290 .517 .657 Mg -.001 -.078 -.006 1 -.299 .455 .759(b) -.502 Na .908(b) .743(b) .326 -.299 1 .325 .066 .367 K .537 .170 .290 .455 .325 1 .720(b) -.370 HCO3 .244 .345 .517 .759(b) .066 .720(b) 1 .004 CO3 -.121 .224 .657 -.502 .367 -.370 .004 1 Table - 4 Enumerations of Bacterial populations in Pallipalyam water sample duringJanuary 2009 to December 2009 Sum of Squares df Mean Square F Sig. Temp 20.330 3 6.777 3.737 .060 pH 1.237 3 0.412 2.019 .190 EC 269521.667 3 89840.556 11.507 .003 DO .317 3 0.106 0.387 .766 Tdy 7.000 3 2.333 2.154 .172 TDS 134446.000 3 44815.333 11.250 .003 TSS 2.917 3 0.972 2.333 .150 TH 16136.667 3 5378.889 12.577 .002 TA 4978.250 3 1659.417 2.587 .126 PA 30.250 1 30.250 0.834 .457 AN 5.460 3 1.820 5.364 .026 NO2 .006 3 0.002 3.992 .052 NO3 .495 3 0.165 0.518 .681 TP .017 3 0.006 2.107 .178 COD 523.998 3 174.666 2.089 .180 BOD 55.190 3 18.397 0.450 .724 Cl 7213.349 3 2404.450 12.554 .002 SO4 1668.914 3 556.305 5.204 .028 Ca 2272.622 3 757.541 17.828 .001 Mg 274.519 3 91.506 1.356 .324 Na 2586.744 3 862.248 5.331 .026 K 9.667 3 3.222 3.222 .083 HCO3 7409.627 3 2469.876 2.587 .126 CO3 10.890 1 10.890 0.834 .457
  • 8. IJRET: International Journal of Research in Engineering and Technology ISSN: 2319-1163 __________________________________________________________________________________________ Volume: 02 Issue: 03 | Mar-2013, Available @ http://www.ijret.org 312 Table 5 Enumerations of Fungal populations in Pallipalyam water sample January 2009 to December 2009Fungi– Dilution (CFU/ml) January February March April May June July August September October November December 102 3.0 3.2 0.1 0.1 0.1 3.1 3.2 3.3 3.2 3.2 3.2 3.2 Bacteria– Dilution (CFU/ml) January February March April May June July August September October November December 102 4.0 3.5 0.5 0.5 0.5 3.2 3.2 3.3 3.5 3.5 4.0 4.3