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ISSN : 2248-9622, Vol. 6, Issue 7, ( Part -4) July 2016, pp.45-51
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Assessment of physicochemical and bacteriological drinking
water quality of different sources of H.D. Kote town, Mysore
district.
Roopavathi C1
, Mamatha S S2
, and N S Raju3
1
Department of Studies in Microbiology, University of Mysore, Manasagangotri, Mysore-570 006, Karnataka,
2
Biological Oceanography Division, CSIR-National Institute of Oceanography, Dona Paula- 403004, Goa,
3
Department of Studies in Environmental Science, University of Mysore, Manasagangotri, Mysore-570 006,
Karnataka, India.
ABSTRACT
Water is essential to sustain the life. Water samples have collected from a different urban area of H. D. Kote
town of Mysore district from different sources such as hand pump, public taps, and stored household drinking
water. Physico-chemical and microbiological characteristics of the water samples were analysed following the
standard methods to evaluate the quality of drinking water. All physic-chemical parameters are within the
permissible limit to WHO. The microbiological analysis shows that that t nearly 53 % of the samples were
observed with coliform contamination. The significant difference among water sources regarding total plate
count was observed, where stored household water has relatively higher compared to tap and borewell water
exceeding the standard limit. Both hand pump and the tap water were not detected with any E. coli
contamination whereas 80% of the household stored water samples have shown E. coli contamination. The
presence of significant counts of coliforms in stored household water indicates post poor sanitation and
existence of human activities. Attention should be given to the collection, storage, and management by
additional treatment to maintain and prevent excessive microbial growth
Keywords: Tap water, hand pumps, E. coli, coliform.
I. INTRODUCTION
Water is an extremely essential and play a
vital role in human life. All people have the right to
have access to drinking water in quantities and of a
quality equal to their basic needs (WHO, 1997).
About 780 million people do not have access to
clean and safe drinking water, and nearly 2.5
billion do not have the proper sanitation.Therefore,
water quality control is a top-priority policy agenda
in many parts of the world [WHO, 2011].Sources
of water include mainly surface, ground, and
rainwater, which are supporting drinking water
supply. Many chemicals found in drinking water
sources may cause adverse human health effects,
affect the acceptability of water and lower the
effectiveness of water treatment. The chemical
constituents present in drinking water cause health
risk only after a prolonged period of exposure,
which is different from the risk resulting from
microbial contamination. It can be argued that
chemical standards for drinking-water are of
secondary consideration in a supply subject to
severe bacterial contamination (WHO 1996).
Though water is a colourless and tasteless, the
quality depends on the various inorganic or organic
chemical constitutes, dis in fectants, microo
rganisms and their concentration. Ideally drinking
water should not contain any pathogenic
microorganisms or any bacteria indicative of faecal
pollution. One of the common contaminants of
drinking water is coliform bacteria which are used
as an indicator of water quality to assess the
potential public health risk of drinking water, and
their absence or presence is key elements of most
drinking water quality guidelines. Among
coliforms, detection of Escherichia coli provides
definite evidence of faecal pollution; in practice
and the detection of thermotolerant (faecal)
coliform bacteria is an acceptable alternative
(WHO 1997). The water from the source is treated
in different processes where microbes and other
substances are removed in the treatment plant and
then distributed through the pipeline to the point of
use. In many places, underground water is supplied
without treatment. The principal objective of
municipal water is the production and the
distribution of safe water that is fit for human
consumption. It is essential and necessary to test
the quality of water at a regular time interval before
it is used for different purposes like drinking,
domestic, agricultural or industrial use. Drinking
water should meet standards set by WHO before
consumption if these conditions are not met the
water is said to be non-potable.Water may be
RESEARCH ARTICLE OPEN ACCESS
Roopavathi C.et al. Int. Journal of Engineering Research and Application www.ijera.com
ISSN : 2248-9622, Vol. 6, Issue 7, ( Part -4) July 2016, pp.45-51
www.ijera.com 46|P a g e
contaminated with pathogens at the source, but
contamination may also occur during distribution,
transportation, or handling in households or other
working places (WHO, Genthe et al., 1997),
improper protection of water collection and storage
containers and unhygienic conditions contribute to
contamination at home (Nath et al., 2010).
In India, the majority of the houses water
to be collected and then stored for use at home for
24 hrs or till the next collection. Although such
system can supply water for excellent quality, there
is a considerable deterioration to occur because of
the amount of handling involved during supply and
consumption (Andrew et al., 2004). Microbial
contamination of domestic drinking water during
and after collection from the source even where the
water sources are uncontaminated has been
recognised as one of the problems, such post-
source contamination results in poorer water
quality in storage vessels within households
(Stephen et al., 2004). The purpose of the study is
to assess the physicochemical parameter along with
total bacteria and coliforms in a different point of
sources such as hand pumps and taps at the point of
use and also stored household water.
II. MATERIALS AND METHODS
1.1. Study area:
Water samples were collected from the
urban area of H.D Kote town (Mysore district). H.
D. is a talukheadquarters of Mysore district. The
population of the taluk is 12, 045 (Census 2001).
There are four reservoirs namely, Kabini, Nugu,
Hebbala, and Taraka. The main water source to this
city is Kabini and ground water. There is one
ground level reservoir with the capacity 50, 000
Gallons. The water supplied to the city is around
2.84 MLD. Surface water is treated and distributed
whereas the groundwater is distributed untreated.
1.2. Collection of water samples
Water samples were collected according
to the WHO standard method, and transported to
the laboratory in an ice bath and processed withing
6 hrs. For microbiological analysis the samples
were collected in an autoclaved container
containing 2-3 drops of sodium thiosulphate to
inactivate the chlorine used in water treatment.
1.3. Physico-chemical water analysis
For the analysis of phys icochemical
parameters, samples were collected in clean plastic
containers previously washed and was rinsed with
water to be collected. Physico-chemical parameters
were analysed by following standard methods of
APHA, 2005. The following parameters have been
performed; Chlorine level was measured on the
spot of the collection using the readily available kit
(Aqua check, Himedia, Mumbai). pH : Electronic
method, Temperature: Mercury thermometer,
Conductivity (Ī¼s/cm) : Electrical conductivity
using conductivity meter, Turbidity: Turbidometric
method, Total Hardness (mg/l) : EDTA Titrimetric
method, Erichrome Black T, Calcium (mg/l) :
EDTA Titrimetric method, Magnesium (mg/l) :
Calculated from magnesium hardness, Alkalinity
(mg/l) : Titrimetric method using Bromo Cresol
Green indicator using 0.1 N HCl, Total
Phosphorous (mg/l) : Stannous chloride ā€“
colorimetric method, Nitrate (mg/l): Use of brucine
sulphate and sulphonic acid develop the colour.
The intensity of yellow color was determined
calorimetrically. Sodium (mg/l) and potassium:
Flame photometric method at 569 nm wavelength,
Chloride (mg/l) : Arganometric titration method.
1.4. Enumeration of Bacterial number by MPN
and plate method
Bacterial identification was performed by,
Multiple-Tube (MPN) Fermentation Technique (3
test tube set); which involves inoculation of
inoculum with the ten-fold difference between each
set. The test tube of each set containing Lauryl
tryptone sulphate and Durham's tube were
inoculated with different dilutions of the water
sample and incubated at 37Ā°C for 24 to 48 hrs.
After the incubation period, the tubes were
observed for gas production, the number of the
positive tubes were recorded and compared with
standard MPN table. Positive cultures were
inoculated on both media like the Brilliant green
agar and EMB agar. The organisms were identified
up to the species level by biochemical tests using
biochemical identification kit (Himedia).
1.5. Statistical analysis
Inter-relationshipsbetween phys icoche
mical parameters were examined using Statistica
ver. 6.0 and analysis tool pack in Microsoft Excel.
Analysis of variance (ANOVA) was carried out to
indicate sign ificant variation between the
parameters.
III. RESULTS AND DISCUSSION
3.1 Physico-chemical parameters
In the studied area, the sample collected
from different sources of water used for drinking
purposes were colourless, odourless, tasteless and
free from turbidity and excess salts.
3.1. 1Temperature pH, and Electrical
Conductivity (EC)
The important phys icoche mical character
is tics of water samples analyzed have been shown
in Table-1, and the values were compared with
Roopavathi C.et al. Int. Journal of Engineering Research and Application www.ijera.com
ISSN : 2248-9622, Vol. 6, Issue 7, ( Part -4) July 2016, pp.45-51
www.ijera.com 47|P a g e
standard parameters of WHO and Indian standard
Table-1. The temperature of the water samples was
in the range from 26.0-29.9Ā°C. The pH of the water
is a measure of the acidā€“base equilibrium of
drinking water. In most of the natural waters, pH is
controlled by the carbon dioxideā€“bicarbonateā€“
carbonate equilibrium system. In this study, pH
was ranged from 6.23-7.63, which are within the
range prescribed by WHO (APAH standard 1995).
Maintaining the proper pH in drinking water is
important because it can affect the degree of
corrosion of metals as well as disinfection
efficiency, it may have an indirect effect on health
(WHO, 1996). The Electrical Conductivity (EC) of
samples range between 268-1568 (Āµ mho/cm) and a
few hand pump samples shown higher than the
permissible limit. The EC value is directly
proportional to the concentration of ions in the
water or total dissolved matter.
3.1.2 Total Dissolved Solid (TDS), Alkalinity,
Hardness, and Turbidity
The Total dissolved solid, hardness,
alkalinity and turbidity are also important
parameters of water quality whether it is to be used
for any purposes like domestic, industrial or
agricultural purposes. The level of TDS decides the
quality of drinking water and since it is an
important factor to aquatic life in keeping the cell
density balanced. TDS of the samples ranged from
180-1245 mg/L. WHO and USPH prescribed TDS
value is less than 500mg/L, whereas ICMR
permissible limit is 1500 mg/L. 87% of the samples
analyzed had more than the maximum permissible
limit of WHO but are below the maximum limit of
ICMR. Water with high TDS has normally
affected the taste and cause the high alkalinity or
hardness. The TDS concentration is a
secondary drinking water standard, therefore, is
regulated because it is more of a visual rather than
a health hazard. The hardness of water is due to
dissolved calcium and magnesium salts from soil
and aquifer minerals containing limestone or
dolomite . The total hardness of the samples ranges
between 60-630 ppm, while WHO and Indian
standards permit any value less than 500mg/L. In
few samples of a hand pump, the total hardness
exceeds beyond the maximum acceptable limit.
The alkalinity of water is defined as the ionic
concentration, which can neutralize the hydrogen
ions. The bicarbonate alkalinity ranges between
100-400 mg/L, which is expressed as a total
alkalinity. The alkalinity value of all the samples
was within the permissible limit of 600ppm.
However, the little abnormal value of alkalinity is
not harmful to human beings. Turbidity in water is
due to suspend and colloidal matter such as clay,
silt, finely divided organic and inorganic matter,
plankton and other microscopic organisms.The
turbidity of the samples lies between undetectable
range to 1.92 NTU in the study area.
3.1.3 Chloride, Calcium, Magnesium and
Potassium
The chloride content of the samples lies
between 42.60-160.93 mg/L. Chlorides are the
inorganic compound resulting from the
combination of the chlorine gas with metal (Manoj
Kumar and Avinash Puri, 2012), and it is normally
the most dominant anion in water. In the present
study; the chloride content of all the samples have
been found to be in the permissible range i.e. 250-
mg/L according to ICMR. The high amount of
chloride in water results in corrosion and pitting of
iron plates or pipes. In the interim, small amounts
of chlorides are required for normal cell functions
in plant and animal life. Maximum permissible
limit of calcium and magnesium in drinking water
is 100mg/L and 50mg/L as suggested by USPH and
WHO; 75mg/L and 50mg/L as advised by ICMR,
respectively. In the area studied the content of
calcium and magnesium in potable water range
from12.02-148 mg/L and 14.00-155.43 mg/L,
respectively. Both calcium and magnesium are
essential for human body development and also for
normal function. As calcium is also a part of bones
and teeth, it also plays a role in neuromuscular
excitability (decreases it). Magnesium is essential
as co-factor for enzyme activity including
glycolysis, ATP metabolism, transport of elements
such as Na, K and Ca through membranes.
3.1.4 Total Phosphate, Nitrate, Potassium and
Sodium.
Sodium and potassium content of all the
sampling sites ranged between 2.27 to 5.66 mg/L
and 22.02 to 180.6 mg/L, respectively. The
concentration of the nitrate and phosphate of the
drinking water samples ranged from ND range to
0.9 mg/L and 5.60 to 27.2 mg/L, respectively.
These are essential nutrients for the growth of
phytoplankton and microbes in the aquatic
environment.
3.3 Significant correlation
Interrelationship studies between different
variables are very helpful tools in promoting
research and opening new frontiers of knowledge.
The study of correlation can reduce the range of
uncertainty associated with decision making (Devi
and Prem Kumar, 2012).
Physico-chemical Correlation
When, all the three types of sources of
drinking water was correlatedamong the various
Roopavathi C.et al. Int. Journal of Engineering Research and Application www.ijera.com
ISSN : 2248-9622, Vol. 6, Issue 7, ( Part -4) July 2016, pp.45-51
www.ijera.com 48|P a g e
water quality parameters. Total hardness showed
significant positive correlation with EC (0.963,
p<0.001) but near significance with alkalinity. The
magnesium concentration significantly correlated
with EC (0.963, p<0.001) and TH (0.963, p<0.001)
but it also relate with total hardness and
magnesium but they are insignificant. TDS
concentration is positively influenced by EC
(0.991, p<0.001), TH (0.963, p<0.001) Ca (0.576,
p<0.05) and Mg (0.963, p<0.001) with significant.
As mentioned above chlorides is normally the most
dominant anion in water it showed significant
positive with EC (0.721, p<0.01), alkalinity (0.535,
p<0.05), total hardness (0.795, p<0.01),
magnesium (0.795 , p<0.01) and TDS (0.739,
p<0.01). Total phosphate and potassium positively
correlated with EC (0.566, p<0.05) and Calcium
(0.783, p<0.01), respectively. 28.94 % of the total
alkalinity is influenced by nitrate concentration in
water samples. High EC values were observed at
29% of the sampling points with reference to WHO
standards, indicating the presence of high amount
of dissolved inorganic substances in ionized form.
3.2 Microbiological water quality of the water
samples.
Out of 15 samples collected from hand
pumps, public taps, and stored household water, 53
% of the samples were observed with coliform
contamination. E. coli contamination was not
detected in the water collected from the hand
pumps. Among household water samples all the
samples were observed for coliforms contamination
and 80% with E.coli contamination. Tap water
sample analysis revealed that 60 % of the water had
coliform contamination, but not detected with
E.coli contamination. The significant difference
among water sources regarding total plate count
was observed, where stored household water has
relatively higher compared to tap and borewell
water exceeding the standard limit. When ANOVA
run between the water samples collected for both
MPN and CFU. MPN did not show any significant
difference between the samples, but CFU showed
significant (p=0.0002) between the samples.
Hand pump water recorded zero level of
E.coli count. The contamination of the household
water was significantly greater when the bacteria
count of source water was low. According to the
drinking water standards, the bacteriological
content of drinking-water leaving treatment plants
should contain only very low levels of
heterotrophic microorganisms. The coliform
contamination in the few tap water samples but not
in all the samples indicates the cross contamination
of the water in the distribution system could be due
to leaky pipes or the organic and inorganic
nutrients present in pipeline supporting the
bacterial multiplication. Most of the
microorganisms developing within the distribution
network are harmless except Legionella and
Mycobacterium aviumcomplex (WHO). And also
the total coliform counts are not necessarily a
measure of fecal pollution because it has other
species of the four Enterobacteriaceae genera
Escherichia, Klebsiella, Enterobacter and
Citrobacter which give positive coliform results
(Cabral 2010), and these organisms are of less
health concern comparable with E. coli. In the
study though 90%, tap water had coliform
contamination, only 13% of the sample was
detected with E. coli. Stored household water
quality depends on the source, but with a
comparison with the point of use the stored
household water has a high density of bacterial
contamination and the coliform contamination was
above the WHO recommended limit. The low level
of residual chlorine of both stored household water
and tap water indicate the loss of chlorine level as
the water travels in the pipeline to a distance till the
point of use and increase in the storage duration.
Free chlorine is unstable in aqueous solution, and
may decrease rapidly, particularly at warm
temperatures and exposure to intense light or
agitation. Hence, when water leaves the treatment
plant residual, free chlorine of about 1 mg/l is
needed for health reasons, and such level should be
maintained at points of consumption (Momba,
2006). The lack of detectable levels of chlorine
residuals in stored household drinking-water
compared with piped water leads to the post-
contamination. The presence of significant counts
of coliforms in stored household water indicates
post poor sanitation and existence of human
activities. The temperature of the stored water was
nearly 300
C; this high temperature can also favor
the growth of organisms in water resources
(Muyima and Ngcakani F, 1998). Several previous
reports were stating on the worse bacteriological
quality of stored household water than water from
the source (Dissanayake et al., 2004). Other studies
are reporting on; higher compliance for piped water
than from household water containers (Momba,
2006). However post water quality can be
improved by promoting better water handling,
storage, and treatment.
IV. CONCLUSION
The study concludes that all the
physicochemical parameters of the water samples
collected from a hand pump, tap water, and
household stored water were within the
recommended range of WHO and safe for drinking
water. But the deterioration in the microbiological
Roopavathi C.et al. Int. Journal of Engineering Research and Application www.ijera.com
ISSN : 2248-9622, Vol. 6, Issue 7, ( Part -4) July 2016, pp.45-51
www.ijera.com 49|P a g e
quality of water at point-of-collection and use
indicate a contamination after collection. The
decline in water quality during collection and
storage indicate the poor sanitation and existence of
unhygienic human practices. The results indicate
that the individual householder is responsible for
the pollution. Attention should be given to the
collection, storage, and management by additional
treatment to control the quality of the treated water
in a distribution system and stored household water
to prevent excessive microbial growth and any
associated occurrence of larger life forms (AWWA,
1999).
ACKNOWLEDGEMENT
The author Roopavathi C is thankful to the
University Grand Commission-Rajiv Gandhi
National Fellowship (UGC-RGNF), New Delhi, for
providing financial assistance.
REFERENCES
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deterioration: A study of household
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examination of water and wastewater,
Washington, D.C. 21st
end.
[3]. AWWA, 1999, Waterborne pathogens,
Manual of water supply practices, First
edition. American water works
association, Denver, USA. 285 pp.
[4]. Dissanayake SAMS, Dias SV, Perera
MDC, Iddamalgoda IAVP. 2004.
Microbial Quality Assurance of Drinking
Water Supplies through Surveillance.
Environment Division, National Building
Research Organization, Colombo, Sri
Lanka. Water Professionalsā€™ Symposium-
October
[5]. Genthe, B., Strauss, N., Seager, J.,
Vundule, C., Maforah, F. &Kfir, R. 1997
The effect of type of water supply on
water quality in a developing community
in South Africa. Wat. Sci. Technol. 35,35ā€“
40.
[6]. Manoj Kumar and Avinash Pur, 2012. A
review of permissible limits of drinking
waterIndian J Occup Environ Med. 16 (1):
40ā€“44.
[7]. Momba MNB, Tyafa Z, Makala N,
Brouckaert BM, Obi CL. 2006. Safe
drinking water stills a dream in rural areas
of South Africa. Case Study: The Eastern
Cape Province. J Water Sci Res Tech, 32
(5): 1816-7950.
[8]. Muyima N, Ngcakani F. 1998, Indicator
bacteria and regrowth potential of the
drinking water in Alice, Eastern Cape.
Dep J Biochem Microbiol., 24: 29-34.
[9]. Nath K J, Bloomfield S F, and Jones
M.2005. Household water storage,
handling and point-of-use treatment. A
review commissioned by International
Scientific Forum on Home Hygiene,
(IFH),
[10]. S. Devi and R. Premkumar, 2012.
Physicochemical Analysis of Groundwater
samples near Industrial Area, Cuddalore
District, Tamilnadu, India Int. J.
ChemTech Res. 4(1), 29-34.
[11]. Stephen Gundry, Jim Wright, and Ronan
Conroy. 2004. A systematic review of the
health outcomes related to household
water quality in developing countries.
Journal of water and health, 02.1.
[12]. Swerdlow DL et al. 1992b. A waterborne
outbreak in Missouri of Escherichia coli
O157:H7 associated with bloody diarrhea
and death. Annals of Internal Medicine,
117(10):812ā€“9.
[13]. WHO 2004. Water Treatment and
Pathogen Control: Process Efficiency in
Achieving Safe Drinking Water. Edited by
MarkW LeChevallier and Kwok- Keung
Au. IWA, London, UK:
[14]. WHO. 1996. Guidelines for drinking-
water quality, 2nd ed., vol. 2. Health
criteria and other supporting information.
World Health Organization, Geneva, 68ā€“
70.
[15]. WHO. 1997. Guidelines for Drinking-
Water Quality Vol 3: Surveillance and
control of community supplies (Second
Edition). World Health Organization,
Geneva.
[16]. World Health Organization. 2004. Safe
Piped Water: Managing Microbial Water
Quality in Piped DistributionSystems.
Edited by Richard Ainsworth. ISBN: 1
84339 039 6. Published by IWA
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[17]. WHO, 2011, Guidelines for Drinking-
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Roopavathi C.et al. Int. Journal of Engineering Research and Application www.ijera.com
ISSN : 2248-9622, Vol. 6, Issue 7, ( Part -4) July 2016, pp.45-51
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Figure 1: Percentage contamination of water samples with coliforms
Figure 2: E.coli contamination of different water samples.
Tables
Table 1: Physico-chemical drinking water quality of H.D. Kote Town, Mysore District
Hand pump Tap water House hold water WHO Indian
Standard
TEMP (Ā°C) 26.40Ā±0.34 26.60Ā±0.19 26.54Ā±0.11 - -
pH 7.01Ā±0.57 6.91Ā±0.42 6.63Ā±0.38 6.5-8.5
EC (Āµs) 1443.20Ā±218.82 940.80Ā±358.44 938.40Ā±435.82 1000 -
TA (mg/L) 430.00Ā±67.82 320.00Ā±122.93 212.50Ā±69.44 - 600
TH (mg/L) 574.00Ā±56.07 308.00Ā±148.98 302.00Ā±161.02 500 600
Ca2+
(mg/L) 80.96Ā±48.32 52.10Ā±31.27 65.73Ā±40.75
Mg2+
(mg/L) 139.56Ā±13.80 74.83Ā±36.21 73.29Ā±39.06 50 100
Turbidity (NTU) 0.10Ā±0.03 4.08Ā±5.27 0.47Ā±0.83 5 5
TDS (ppm) 966.80Ā±159.47 617.80Ā±227.04 617.00Ā±282.60 1000 2000
Chloride (mg/L) 130.17Ā±18.02 51.12Ā±6.80 68.63Ā±32.53 200 250
TP (mg/L) 15.84Ā±7.75 17.15Ā±7.98 16.10Ā±7.44 - 5
K+
(mg/L) 60.62Ā±67.76 9.92Ā±6.92 26.22Ā±29.11 15 -
Na2+
(mg/L) 4.11Ā±0.89 4.32Ā±1.69 4.47Ā±0.97 200 -
NO3
2+
(mg/L) 0.61Ā±0.26 0.58Ā±0.23 0.26Ā±0.02 10 45
WHO-World Health Organization; Temp.-temperature; EC-Electrical conductivity; TA-total alkalinity; TH-total
hardness; TDS-total dissolved solid; TP-total phosphate
Roopavathi C.et al. Int. Journal of Engineering Research and Application www.ijera.com
ISSN : 2248-9622, Vol. 6, Issue 7, ( Part -4) July 2016, pp.45-51
www.ijera.com 51|P a g e
Table 2: Significant correlation coefficients values among the physic-chemical water quality parameters at
H.D. Kote town
n=15, *Indicates the significance (p>0.05), without a star are near significant. (-)Temp.-temperature; EC-
Electrical conductivity; TA-total alkalinity; TH-total hardness; TDS-total dissolved solid; TP-total phosphate
All Temp. pH EC TA TH Ca2+
Mg2+
Turbidity TDS Chloride
pH 0.468 - - - - - - - - -
TA - - 0.465 - - - - - -
TH - - 0.963*
0.487 - - - - - -
Ca2+
- - 0.519 - 0.524 - - - - -
Mg2+
- - 0.963*
0.488 0.999*
0.520 - - - -
TDS - - 0.991*
0.470 0.963*
0.576*
0.963*
- - -
Chloride - - 0.721*
0.535*
0.795*
0.362 0.795*
-0.314 0.739*
-
TP - -0.462 0.566*
- 0.482 0.258 0.482 0.345 0.486 -
K-
-0.501 - - - 0.393 0.783*
0.389 0.336 0.456
NO3
2+
- - 0.325 0.538*
0.371 - 0.373 - 0.347 -

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Assessment of physicochemical and bacteriological drinking water quality of different sources of H.D. Kote town, Mysore district.

  • 1. Roopavathi C.et al. Int. Journal of Engineering Research and Application www.ijera.com ISSN : 2248-9622, Vol. 6, Issue 7, ( Part -4) July 2016, pp.45-51 www.ijera.com 45|P a g e Assessment of physicochemical and bacteriological drinking water quality of different sources of H.D. Kote town, Mysore district. Roopavathi C1 , Mamatha S S2 , and N S Raju3 1 Department of Studies in Microbiology, University of Mysore, Manasagangotri, Mysore-570 006, Karnataka, 2 Biological Oceanography Division, CSIR-National Institute of Oceanography, Dona Paula- 403004, Goa, 3 Department of Studies in Environmental Science, University of Mysore, Manasagangotri, Mysore-570 006, Karnataka, India. ABSTRACT Water is essential to sustain the life. Water samples have collected from a different urban area of H. D. Kote town of Mysore district from different sources such as hand pump, public taps, and stored household drinking water. Physico-chemical and microbiological characteristics of the water samples were analysed following the standard methods to evaluate the quality of drinking water. All physic-chemical parameters are within the permissible limit to WHO. The microbiological analysis shows that that t nearly 53 % of the samples were observed with coliform contamination. The significant difference among water sources regarding total plate count was observed, where stored household water has relatively higher compared to tap and borewell water exceeding the standard limit. Both hand pump and the tap water were not detected with any E. coli contamination whereas 80% of the household stored water samples have shown E. coli contamination. The presence of significant counts of coliforms in stored household water indicates post poor sanitation and existence of human activities. Attention should be given to the collection, storage, and management by additional treatment to maintain and prevent excessive microbial growth Keywords: Tap water, hand pumps, E. coli, coliform. I. INTRODUCTION Water is an extremely essential and play a vital role in human life. All people have the right to have access to drinking water in quantities and of a quality equal to their basic needs (WHO, 1997). About 780 million people do not have access to clean and safe drinking water, and nearly 2.5 billion do not have the proper sanitation.Therefore, water quality control is a top-priority policy agenda in many parts of the world [WHO, 2011].Sources of water include mainly surface, ground, and rainwater, which are supporting drinking water supply. Many chemicals found in drinking water sources may cause adverse human health effects, affect the acceptability of water and lower the effectiveness of water treatment. The chemical constituents present in drinking water cause health risk only after a prolonged period of exposure, which is different from the risk resulting from microbial contamination. It can be argued that chemical standards for drinking-water are of secondary consideration in a supply subject to severe bacterial contamination (WHO 1996). Though water is a colourless and tasteless, the quality depends on the various inorganic or organic chemical constitutes, dis in fectants, microo rganisms and their concentration. Ideally drinking water should not contain any pathogenic microorganisms or any bacteria indicative of faecal pollution. One of the common contaminants of drinking water is coliform bacteria which are used as an indicator of water quality to assess the potential public health risk of drinking water, and their absence or presence is key elements of most drinking water quality guidelines. Among coliforms, detection of Escherichia coli provides definite evidence of faecal pollution; in practice and the detection of thermotolerant (faecal) coliform bacteria is an acceptable alternative (WHO 1997). The water from the source is treated in different processes where microbes and other substances are removed in the treatment plant and then distributed through the pipeline to the point of use. In many places, underground water is supplied without treatment. The principal objective of municipal water is the production and the distribution of safe water that is fit for human consumption. It is essential and necessary to test the quality of water at a regular time interval before it is used for different purposes like drinking, domestic, agricultural or industrial use. Drinking water should meet standards set by WHO before consumption if these conditions are not met the water is said to be non-potable.Water may be RESEARCH ARTICLE OPEN ACCESS
  • 2. Roopavathi C.et al. Int. Journal of Engineering Research and Application www.ijera.com ISSN : 2248-9622, Vol. 6, Issue 7, ( Part -4) July 2016, pp.45-51 www.ijera.com 46|P a g e contaminated with pathogens at the source, but contamination may also occur during distribution, transportation, or handling in households or other working places (WHO, Genthe et al., 1997), improper protection of water collection and storage containers and unhygienic conditions contribute to contamination at home (Nath et al., 2010). In India, the majority of the houses water to be collected and then stored for use at home for 24 hrs or till the next collection. Although such system can supply water for excellent quality, there is a considerable deterioration to occur because of the amount of handling involved during supply and consumption (Andrew et al., 2004). Microbial contamination of domestic drinking water during and after collection from the source even where the water sources are uncontaminated has been recognised as one of the problems, such post- source contamination results in poorer water quality in storage vessels within households (Stephen et al., 2004). The purpose of the study is to assess the physicochemical parameter along with total bacteria and coliforms in a different point of sources such as hand pumps and taps at the point of use and also stored household water. II. MATERIALS AND METHODS 1.1. Study area: Water samples were collected from the urban area of H.D Kote town (Mysore district). H. D. is a talukheadquarters of Mysore district. The population of the taluk is 12, 045 (Census 2001). There are four reservoirs namely, Kabini, Nugu, Hebbala, and Taraka. The main water source to this city is Kabini and ground water. There is one ground level reservoir with the capacity 50, 000 Gallons. The water supplied to the city is around 2.84 MLD. Surface water is treated and distributed whereas the groundwater is distributed untreated. 1.2. Collection of water samples Water samples were collected according to the WHO standard method, and transported to the laboratory in an ice bath and processed withing 6 hrs. For microbiological analysis the samples were collected in an autoclaved container containing 2-3 drops of sodium thiosulphate to inactivate the chlorine used in water treatment. 1.3. Physico-chemical water analysis For the analysis of phys icochemical parameters, samples were collected in clean plastic containers previously washed and was rinsed with water to be collected. Physico-chemical parameters were analysed by following standard methods of APHA, 2005. The following parameters have been performed; Chlorine level was measured on the spot of the collection using the readily available kit (Aqua check, Himedia, Mumbai). pH : Electronic method, Temperature: Mercury thermometer, Conductivity (Ī¼s/cm) : Electrical conductivity using conductivity meter, Turbidity: Turbidometric method, Total Hardness (mg/l) : EDTA Titrimetric method, Erichrome Black T, Calcium (mg/l) : EDTA Titrimetric method, Magnesium (mg/l) : Calculated from magnesium hardness, Alkalinity (mg/l) : Titrimetric method using Bromo Cresol Green indicator using 0.1 N HCl, Total Phosphorous (mg/l) : Stannous chloride ā€“ colorimetric method, Nitrate (mg/l): Use of brucine sulphate and sulphonic acid develop the colour. The intensity of yellow color was determined calorimetrically. Sodium (mg/l) and potassium: Flame photometric method at 569 nm wavelength, Chloride (mg/l) : Arganometric titration method. 1.4. Enumeration of Bacterial number by MPN and plate method Bacterial identification was performed by, Multiple-Tube (MPN) Fermentation Technique (3 test tube set); which involves inoculation of inoculum with the ten-fold difference between each set. The test tube of each set containing Lauryl tryptone sulphate and Durham's tube were inoculated with different dilutions of the water sample and incubated at 37Ā°C for 24 to 48 hrs. After the incubation period, the tubes were observed for gas production, the number of the positive tubes were recorded and compared with standard MPN table. Positive cultures were inoculated on both media like the Brilliant green agar and EMB agar. The organisms were identified up to the species level by biochemical tests using biochemical identification kit (Himedia). 1.5. Statistical analysis Inter-relationshipsbetween phys icoche mical parameters were examined using Statistica ver. 6.0 and analysis tool pack in Microsoft Excel. Analysis of variance (ANOVA) was carried out to indicate sign ificant variation between the parameters. III. RESULTS AND DISCUSSION 3.1 Physico-chemical parameters In the studied area, the sample collected from different sources of water used for drinking purposes were colourless, odourless, tasteless and free from turbidity and excess salts. 3.1. 1Temperature pH, and Electrical Conductivity (EC) The important phys icoche mical character is tics of water samples analyzed have been shown in Table-1, and the values were compared with
  • 3. Roopavathi C.et al. Int. Journal of Engineering Research and Application www.ijera.com ISSN : 2248-9622, Vol. 6, Issue 7, ( Part -4) July 2016, pp.45-51 www.ijera.com 47|P a g e standard parameters of WHO and Indian standard Table-1. The temperature of the water samples was in the range from 26.0-29.9Ā°C. The pH of the water is a measure of the acidā€“base equilibrium of drinking water. In most of the natural waters, pH is controlled by the carbon dioxideā€“bicarbonateā€“ carbonate equilibrium system. In this study, pH was ranged from 6.23-7.63, which are within the range prescribed by WHO (APAH standard 1995). Maintaining the proper pH in drinking water is important because it can affect the degree of corrosion of metals as well as disinfection efficiency, it may have an indirect effect on health (WHO, 1996). The Electrical Conductivity (EC) of samples range between 268-1568 (Āµ mho/cm) and a few hand pump samples shown higher than the permissible limit. The EC value is directly proportional to the concentration of ions in the water or total dissolved matter. 3.1.2 Total Dissolved Solid (TDS), Alkalinity, Hardness, and Turbidity The Total dissolved solid, hardness, alkalinity and turbidity are also important parameters of water quality whether it is to be used for any purposes like domestic, industrial or agricultural purposes. The level of TDS decides the quality of drinking water and since it is an important factor to aquatic life in keeping the cell density balanced. TDS of the samples ranged from 180-1245 mg/L. WHO and USPH prescribed TDS value is less than 500mg/L, whereas ICMR permissible limit is 1500 mg/L. 87% of the samples analyzed had more than the maximum permissible limit of WHO but are below the maximum limit of ICMR. Water with high TDS has normally affected the taste and cause the high alkalinity or hardness. The TDS concentration is a secondary drinking water standard, therefore, is regulated because it is more of a visual rather than a health hazard. The hardness of water is due to dissolved calcium and magnesium salts from soil and aquifer minerals containing limestone or dolomite . The total hardness of the samples ranges between 60-630 ppm, while WHO and Indian standards permit any value less than 500mg/L. In few samples of a hand pump, the total hardness exceeds beyond the maximum acceptable limit. The alkalinity of water is defined as the ionic concentration, which can neutralize the hydrogen ions. The bicarbonate alkalinity ranges between 100-400 mg/L, which is expressed as a total alkalinity. The alkalinity value of all the samples was within the permissible limit of 600ppm. However, the little abnormal value of alkalinity is not harmful to human beings. Turbidity in water is due to suspend and colloidal matter such as clay, silt, finely divided organic and inorganic matter, plankton and other microscopic organisms.The turbidity of the samples lies between undetectable range to 1.92 NTU in the study area. 3.1.3 Chloride, Calcium, Magnesium and Potassium The chloride content of the samples lies between 42.60-160.93 mg/L. Chlorides are the inorganic compound resulting from the combination of the chlorine gas with metal (Manoj Kumar and Avinash Puri, 2012), and it is normally the most dominant anion in water. In the present study; the chloride content of all the samples have been found to be in the permissible range i.e. 250- mg/L according to ICMR. The high amount of chloride in water results in corrosion and pitting of iron plates or pipes. In the interim, small amounts of chlorides are required for normal cell functions in plant and animal life. Maximum permissible limit of calcium and magnesium in drinking water is 100mg/L and 50mg/L as suggested by USPH and WHO; 75mg/L and 50mg/L as advised by ICMR, respectively. In the area studied the content of calcium and magnesium in potable water range from12.02-148 mg/L and 14.00-155.43 mg/L, respectively. Both calcium and magnesium are essential for human body development and also for normal function. As calcium is also a part of bones and teeth, it also plays a role in neuromuscular excitability (decreases it). Magnesium is essential as co-factor for enzyme activity including glycolysis, ATP metabolism, transport of elements such as Na, K and Ca through membranes. 3.1.4 Total Phosphate, Nitrate, Potassium and Sodium. Sodium and potassium content of all the sampling sites ranged between 2.27 to 5.66 mg/L and 22.02 to 180.6 mg/L, respectively. The concentration of the nitrate and phosphate of the drinking water samples ranged from ND range to 0.9 mg/L and 5.60 to 27.2 mg/L, respectively. These are essential nutrients for the growth of phytoplankton and microbes in the aquatic environment. 3.3 Significant correlation Interrelationship studies between different variables are very helpful tools in promoting research and opening new frontiers of knowledge. The study of correlation can reduce the range of uncertainty associated with decision making (Devi and Prem Kumar, 2012). Physico-chemical Correlation When, all the three types of sources of drinking water was correlatedamong the various
  • 4. Roopavathi C.et al. Int. Journal of Engineering Research and Application www.ijera.com ISSN : 2248-9622, Vol. 6, Issue 7, ( Part -4) July 2016, pp.45-51 www.ijera.com 48|P a g e water quality parameters. Total hardness showed significant positive correlation with EC (0.963, p<0.001) but near significance with alkalinity. The magnesium concentration significantly correlated with EC (0.963, p<0.001) and TH (0.963, p<0.001) but it also relate with total hardness and magnesium but they are insignificant. TDS concentration is positively influenced by EC (0.991, p<0.001), TH (0.963, p<0.001) Ca (0.576, p<0.05) and Mg (0.963, p<0.001) with significant. As mentioned above chlorides is normally the most dominant anion in water it showed significant positive with EC (0.721, p<0.01), alkalinity (0.535, p<0.05), total hardness (0.795, p<0.01), magnesium (0.795 , p<0.01) and TDS (0.739, p<0.01). Total phosphate and potassium positively correlated with EC (0.566, p<0.05) and Calcium (0.783, p<0.01), respectively. 28.94 % of the total alkalinity is influenced by nitrate concentration in water samples. High EC values were observed at 29% of the sampling points with reference to WHO standards, indicating the presence of high amount of dissolved inorganic substances in ionized form. 3.2 Microbiological water quality of the water samples. Out of 15 samples collected from hand pumps, public taps, and stored household water, 53 % of the samples were observed with coliform contamination. E. coli contamination was not detected in the water collected from the hand pumps. Among household water samples all the samples were observed for coliforms contamination and 80% with E.coli contamination. Tap water sample analysis revealed that 60 % of the water had coliform contamination, but not detected with E.coli contamination. The significant difference among water sources regarding total plate count was observed, where stored household water has relatively higher compared to tap and borewell water exceeding the standard limit. When ANOVA run between the water samples collected for both MPN and CFU. MPN did not show any significant difference between the samples, but CFU showed significant (p=0.0002) between the samples. Hand pump water recorded zero level of E.coli count. The contamination of the household water was significantly greater when the bacteria count of source water was low. According to the drinking water standards, the bacteriological content of drinking-water leaving treatment plants should contain only very low levels of heterotrophic microorganisms. The coliform contamination in the few tap water samples but not in all the samples indicates the cross contamination of the water in the distribution system could be due to leaky pipes or the organic and inorganic nutrients present in pipeline supporting the bacterial multiplication. Most of the microorganisms developing within the distribution network are harmless except Legionella and Mycobacterium aviumcomplex (WHO). And also the total coliform counts are not necessarily a measure of fecal pollution because it has other species of the four Enterobacteriaceae genera Escherichia, Klebsiella, Enterobacter and Citrobacter which give positive coliform results (Cabral 2010), and these organisms are of less health concern comparable with E. coli. In the study though 90%, tap water had coliform contamination, only 13% of the sample was detected with E. coli. Stored household water quality depends on the source, but with a comparison with the point of use the stored household water has a high density of bacterial contamination and the coliform contamination was above the WHO recommended limit. The low level of residual chlorine of both stored household water and tap water indicate the loss of chlorine level as the water travels in the pipeline to a distance till the point of use and increase in the storage duration. Free chlorine is unstable in aqueous solution, and may decrease rapidly, particularly at warm temperatures and exposure to intense light or agitation. Hence, when water leaves the treatment plant residual, free chlorine of about 1 mg/l is needed for health reasons, and such level should be maintained at points of consumption (Momba, 2006). The lack of detectable levels of chlorine residuals in stored household drinking-water compared with piped water leads to the post- contamination. The presence of significant counts of coliforms in stored household water indicates post poor sanitation and existence of human activities. The temperature of the stored water was nearly 300 C; this high temperature can also favor the growth of organisms in water resources (Muyima and Ngcakani F, 1998). Several previous reports were stating on the worse bacteriological quality of stored household water than water from the source (Dissanayake et al., 2004). Other studies are reporting on; higher compliance for piped water than from household water containers (Momba, 2006). However post water quality can be improved by promoting better water handling, storage, and treatment. IV. CONCLUSION The study concludes that all the physicochemical parameters of the water samples collected from a hand pump, tap water, and household stored water were within the recommended range of WHO and safe for drinking water. But the deterioration in the microbiological
  • 5. Roopavathi C.et al. Int. Journal of Engineering Research and Application www.ijera.com ISSN : 2248-9622, Vol. 6, Issue 7, ( Part -4) July 2016, pp.45-51 www.ijera.com 49|P a g e quality of water at point-of-collection and use indicate a contamination after collection. The decline in water quality during collection and storage indicate the poor sanitation and existence of unhygienic human practices. The results indicate that the individual householder is responsible for the pollution. Attention should be given to the collection, storage, and management by additional treatment to control the quality of the treated water in a distribution system and stored household water to prevent excessive microbial growth and any associated occurrence of larger life forms (AWWA, 1999). ACKNOWLEDGEMENT The author Roopavathi C is thankful to the University Grand Commission-Rajiv Gandhi National Fellowship (UGC-RGNF), New Delhi, for providing financial assistance. REFERENCES [1]. Andrew, F.T. (2004): Water quality deterioration: A study of household drinking water quality in rural Honduras. Internal Journal of Environmental Health Research, 14(4):273-283. [2]. APHA 2005.Standard methods for the examination of water and wastewater, Washington, D.C. 21st end. [3]. AWWA, 1999, Waterborne pathogens, Manual of water supply practices, First edition. American water works association, Denver, USA. 285 pp. [4]. Dissanayake SAMS, Dias SV, Perera MDC, Iddamalgoda IAVP. 2004. Microbial Quality Assurance of Drinking Water Supplies through Surveillance. Environment Division, National Building Research Organization, Colombo, Sri Lanka. Water Professionalsā€™ Symposium- October [5]. Genthe, B., Strauss, N., Seager, J., Vundule, C., Maforah, F. &Kfir, R. 1997 The effect of type of water supply on water quality in a developing community in South Africa. Wat. Sci. Technol. 35,35ā€“ 40. [6]. Manoj Kumar and Avinash Pur, 2012. A review of permissible limits of drinking waterIndian J Occup Environ Med. 16 (1): 40ā€“44. [7]. Momba MNB, Tyafa Z, Makala N, Brouckaert BM, Obi CL. 2006. Safe drinking water stills a dream in rural areas of South Africa. Case Study: The Eastern Cape Province. J Water Sci Res Tech, 32 (5): 1816-7950. [8]. Muyima N, Ngcakani F. 1998, Indicator bacteria and regrowth potential of the drinking water in Alice, Eastern Cape. Dep J Biochem Microbiol., 24: 29-34. [9]. Nath K J, Bloomfield S F, and Jones M.2005. Household water storage, handling and point-of-use treatment. A review commissioned by International Scientific Forum on Home Hygiene, (IFH), [10]. S. Devi and R. Premkumar, 2012. Physicochemical Analysis of Groundwater samples near Industrial Area, Cuddalore District, Tamilnadu, India Int. J. ChemTech Res. 4(1), 29-34. [11]. Stephen Gundry, Jim Wright, and Ronan Conroy. 2004. A systematic review of the health outcomes related to household water quality in developing countries. Journal of water and health, 02.1. [12]. Swerdlow DL et al. 1992b. A waterborne outbreak in Missouri of Escherichia coli O157:H7 associated with bloody diarrhea and death. Annals of Internal Medicine, 117(10):812ā€“9. [13]. WHO 2004. Water Treatment and Pathogen Control: Process Efficiency in Achieving Safe Drinking Water. Edited by MarkW LeChevallier and Kwok- Keung Au. IWA, London, UK: [14]. WHO. 1996. Guidelines for drinking- water quality, 2nd ed., vol. 2. Health criteria and other supporting information. World Health Organization, Geneva, 68ā€“ 70. [15]. WHO. 1997. Guidelines for Drinking- Water Quality Vol 3: Surveillance and control of community supplies (Second Edition). World Health Organization, Geneva. [16]. World Health Organization. 2004. Safe Piped Water: Managing Microbial Water Quality in Piped DistributionSystems. Edited by Richard Ainsworth. ISBN: 1 84339 039 6. Published by IWA Publishing, London, UK. [17]. WHO, 2011, Guidelines for Drinking- Water Quality, WHO Press, Geneva, Switzerland, 4th edition.
  • 6. Roopavathi C.et al. Int. Journal of Engineering Research and Application www.ijera.com ISSN : 2248-9622, Vol. 6, Issue 7, ( Part -4) July 2016, pp.45-51 www.ijera.com 50|P a g e Figure 1: Percentage contamination of water samples with coliforms Figure 2: E.coli contamination of different water samples. Tables Table 1: Physico-chemical drinking water quality of H.D. Kote Town, Mysore District Hand pump Tap water House hold water WHO Indian Standard TEMP (Ā°C) 26.40Ā±0.34 26.60Ā±0.19 26.54Ā±0.11 - - pH 7.01Ā±0.57 6.91Ā±0.42 6.63Ā±0.38 6.5-8.5 EC (Āµs) 1443.20Ā±218.82 940.80Ā±358.44 938.40Ā±435.82 1000 - TA (mg/L) 430.00Ā±67.82 320.00Ā±122.93 212.50Ā±69.44 - 600 TH (mg/L) 574.00Ā±56.07 308.00Ā±148.98 302.00Ā±161.02 500 600 Ca2+ (mg/L) 80.96Ā±48.32 52.10Ā±31.27 65.73Ā±40.75 Mg2+ (mg/L) 139.56Ā±13.80 74.83Ā±36.21 73.29Ā±39.06 50 100 Turbidity (NTU) 0.10Ā±0.03 4.08Ā±5.27 0.47Ā±0.83 5 5 TDS (ppm) 966.80Ā±159.47 617.80Ā±227.04 617.00Ā±282.60 1000 2000 Chloride (mg/L) 130.17Ā±18.02 51.12Ā±6.80 68.63Ā±32.53 200 250 TP (mg/L) 15.84Ā±7.75 17.15Ā±7.98 16.10Ā±7.44 - 5 K+ (mg/L) 60.62Ā±67.76 9.92Ā±6.92 26.22Ā±29.11 15 - Na2+ (mg/L) 4.11Ā±0.89 4.32Ā±1.69 4.47Ā±0.97 200 - NO3 2+ (mg/L) 0.61Ā±0.26 0.58Ā±0.23 0.26Ā±0.02 10 45 WHO-World Health Organization; Temp.-temperature; EC-Electrical conductivity; TA-total alkalinity; TH-total hardness; TDS-total dissolved solid; TP-total phosphate
  • 7. Roopavathi C.et al. Int. Journal of Engineering Research and Application www.ijera.com ISSN : 2248-9622, Vol. 6, Issue 7, ( Part -4) July 2016, pp.45-51 www.ijera.com 51|P a g e Table 2: Significant correlation coefficients values among the physic-chemical water quality parameters at H.D. Kote town n=15, *Indicates the significance (p>0.05), without a star are near significant. (-)Temp.-temperature; EC- Electrical conductivity; TA-total alkalinity; TH-total hardness; TDS-total dissolved solid; TP-total phosphate All Temp. pH EC TA TH Ca2+ Mg2+ Turbidity TDS Chloride pH 0.468 - - - - - - - - - TA - - 0.465 - - - - - - TH - - 0.963* 0.487 - - - - - - Ca2+ - - 0.519 - 0.524 - - - - - Mg2+ - - 0.963* 0.488 0.999* 0.520 - - - - TDS - - 0.991* 0.470 0.963* 0.576* 0.963* - - - Chloride - - 0.721* 0.535* 0.795* 0.362 0.795* -0.314 0.739* - TP - -0.462 0.566* - 0.482 0.258 0.482 0.345 0.486 - K- -0.501 - - - 0.393 0.783* 0.389 0.336 0.456 NO3 2+ - - 0.325 0.538* 0.371 - 0.373 - 0.347 -