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IJRET: International Journal of Research in Engineering and Technology eISSN: 2319-1163 | pISSN: 2321-7308
_______________________________________________________________________________________
Volume: 04 Issue: 05 | May-2015, Available @ http://www.ijret.org 89
WATER QUALITY INDEX FOR GROUNDWATER OF SOUTHERN
PART OF BANGALORE CITY
Ravindra M.V1
, Sharada S.A2
1
Assistant Professor, Civil Engineering Department, SJCIT, Chickballapura, VTU, Belgaum
2
Assistant Professor, Civil Engineering Department, SJCIT, Chickballapura, VTU, Belgaum
Abstract
Combining different water quality parameters into one single number leads an easy interpretation of an index, thus providing an
important tool for management and decision making purposes. Water quality index is a statistical index and is based on the rank
order of observation. The purpose of an index is to transform the complex water quality data into information that is easily
understandable and useable by the general public. As a part of research work, 14 important water viz., pH
, Ec, Cl, Fe, F, SO4,
T.H, Ca, Mg, TDS, Na, K, Zn, NO3 were used to evaluate WQI of Southern part of Bangalore City. The water quality index
number varies between (19 to122).The indices is classified as Excellent at range less than 10, Good at range 10 to 30, Medium at
a range 30 to 50, Bad at a range 50 to 75, and Very Bad at a range greater than 75and the corresponding range contributed by
each group is 0%, 18%, 18%, 28%, and 36% respectively.
Keywords: WQI, Bangalore.
--------------------------------------------------------------------***------------------------------------------------------------------
1. INTRODUCTION
Ground water is regarded to be one of the most valuable
resources. Ground water quality is affected virtually by
every activity of the society, there by making ground water
protection complicated. The protection of groundwater is
always cheaper than restoring already polluted aquifer.
Hence the study of ground water pollution is essential.
Water quality index methodology helps in the assessment of
ground water pollution. Bangalore, the capital of Karnataka
State, is a part of Bangalore urban district of Bangalore
North and South taluks, in which the Vrishabhavathi river
basin is included.The main cause of groundwater pollution
is urbanization and industrialization. During the last few
decades, disposal without proper treatment of sewage wastes
form urban areas and of effluents from industries has been
the cause of deterioration in the quality of groundwater.
Water quality index is a means to summarize large amounts
of water quality data into simple terms for reporting to
management and the public in a consistent manner. Similar
to the ultra violet (UV) index or an air quality index, it tells
us whether the overall quality of water bodies poses a
potential threat to various uses of water.
The WQI was first developed by Horton in the early 1970s,
is basically a mathematical means of calculating a single
value from multiple test results.
The index result represents the level of water quality in a
given area. After Horton a number of workers all over the
world developed WQI based on rating of different water
quality parameters. Basically a WQI attempts to provide a
mechanism for presenting a cumulatively derived, numerical
expression defining a certain level of water quality (Miller et
al., 1986). The different statistical approaches were followed
for analyzing water quality data based on rank order of
observations and factor analysis (Shoji et al., 1966,). For the
evaluation of water quality, WQI was applied to river water
(Ashwani Kumar et al., 2009, Rita.N.Kumar et al., 2009, N.
Singkran . et al, 2010).
The objectives of the present study are:1)To estimate the
WQI for the study area and to divide the area into different
zones based on the extent of deterioration in the quality of
groundwater.2)To suggest the different measures and uses to
control the ground water pollution.3)Dividing of the area
based on different activities.4)To study the implementation
of groundwater quality monitoring programmes to reduce
ground water contamination potential.
2. MATERIALS AND METHODS:
2.1 Study Area
Bangalore Urban and Rural area between 12’45’ N-13’45’ N
latitude and 77 18’E-7745’E longitude The10 micro
watersheds of Vrishabhavathi included in urban and rural
areas lies between 12 45’N-13 03’ N latitude and 77 23’ E-
77 35’ E longitudes. The Vrishabhavathi River appears in
toposheets number 57G/12,57H/9 and 57H/5. The present
study area selected includes three micro watersheds
covering an area of 100.8sq. Kms located in Bangalore
urban district of Bangalore North and Bangalore South
taluks. The study area lies between 12 52’30” N latitude and
77 30’03” E-77 34’30” E longitude.
The entire basin extends from NNE to SSW. The three main
streams carrying the industrial and domestic wastewater in
the selected study area are:
1. Vrishabhvathinadi originates from peenya runs for
about 14km and joins the main Vrishabhvathi
River.
IJRET: International Journal of Research in Engineering and Technology eISSN: 2319-1163 | pISSN: 2321-7308
_______________________________________________________________________________________
Volume: 04 Issue: 05 | May-2015, Available @ http://www.ijret.org 90
2. Nagarbhavithorai originates from Sanky tank runs
about 18 Kms and joins the main Vrishabhvathi
River. This streambed is lined to carry the surface
flow.
Khothihalla originates from Banashankari runs for about 6
km and joins the main Vrishabhavathiriver
3. METHODS
In the present study various ground water pollution-causing
parameters are selected for laboratory analysis namely pH
,
Electrical conductivity, Chloride, Iron, Fluoride, Sulphate,
Total hardness, Calcium, Magnesium, Total Dissolved
solids, Sodium, Potassium, Zinc, Nitrate. Water samples are
collected in sampling bottles. The containers are labelled
describing the date of collection, time of collection,
sampling location, and conditions under which sampling are
done. Analysis is done as per the standard procedure given
in the standard methods (APHA).
3.1 Calculation of Water Quality Index
In the formulation of a Water Quality Index, the importance
of the various Water quality parameters depends on the
intended use of the water. The method followed for the
weighted arithmetic water quality index as fallows In the
first place, the more harmful a given pollutant of water, the
smaller in magnitude is its standard for drinking water .So
the unit weight Wi for the ith
parameter Pi is assumed to be
inversely proportional to its recommended standard Si
(i=1,2…n) and N=no of parameters considered). Thus we
have Wi=k/Si = 1/Si Where the constant of proportionality K
has been assumed to be equal to unity for the sake of
simplicity. The quality rating qi for the ith
parameter Pi is
given, for all other parameters except pH
, by the relation
Qi = 100(Vi/Si)
Where Vi is the observed value of the ith
parameter and Si is
its recommended standard for drinking water. For pH
, the
quality rating qp
H
can be calculated from the relation
qpH=100[(Vp
H
~7.0)/1.5]
Where Vp
H
is the observed value of pH
Finally, the water quality index (WQI) can be calculated by
taking the weighted arithmetic mean of the quality ratings qi,
thus,
WQI= [i=1 (qiWi)/ Wi]
Table 1
Parameter (Pi) Standard
(Si)
Unit weight
(Wi)
PH 6.5-8.5 0.005
Electrical
conductivity
400 .0025
Chloride 200 0.005
Iron 1.0 1.00
Fluoride 1.0 1.00
Sulphate 200 0.005
Total hardness 200 0.005
Calcium
hardness
75 0.013
Magnesium
hardness
30 0.03
Total dissolved
solids
500 0.002
Zinc 5.0 0.20
Nitrate 45 0.02
Sodium 20 0.05
Potassium 10 0.1
∑Wi =2.355
Table 2
Parameter
(Pi)
observed
value
quality
rating
Subindex(qiWi
)
pH 0.69 20.67 0.103
Ec 480 120 0.3
Cl 92.17 46 0.23
Fe 1 100 100
F 0.25 25 25
SO4 28.9 14.45 0.07
Total
hardness
250 125 0.625
Ca 154 205.23 2.66
Mg 96 320 9.6
TDS 400 80 0.16
Zn 1.23 24.6 4.92
NO3 40 88.88 1.78
Na 25 125 6.25
K 12 120 12
∑qiWi = 165.01
WQI = 165.01 = 70.07
2.355
3.2 Weightings and Ratings for Different
Parameters
The 14 parameters are integrated to derive the water quality
index as shown in table 3.0.Thewater quality index number
varies between (19 to122).The indices is classified as
Excellent at range less than 10, Good at range 10 to
30,Medium at a range 30 to 50,bad at a range 50 to 75,and
very bad at a range greater than 75and the corresponding
range contributed by each group is 0%,18%,18%,28%,and
36% respectively as shown in table 3.0
IJRET: International Journal of Research in Engineering and Technology eISSN: 2319-1163 | pISSN: 2321-7308
_______________________________________________________________________________________
Volume: 04 Issue: 05 | May-2015, Available @ http://www.ijret.org 91
Table 3 indicates the weightings depending on water quality
indices
WQI
Descriptor
Words
Sampling Points Lies
In That Group Total No %
75 VERY BAD
2,3,5,14,15,16,22,24,3
0,31,34,35,36,37,38,4
3,44,46 18 36%
50 to 75 BAD
1,4,11,23,25,28,29,40,
41,42,45,47,48,50 14 28%
30 to50 MEDIUM
8,9,13,17,26,32,33,41,
49 9 18%
10 to 30 GOOD
6,7,10,12,18,19,20,21,
27 9 18%
10
EXCELLEN
T NONE NONE 0%
4. DISCUSSION
 At present settlement area is located in very bad and
bad area requires more precautionary measures
because small quantity of contaminants entry into
ground in this region in this causes ground water
pollution in large scale.
 At present very bad area located near the earthen
sewage drains are passing mainly near cholurpalya
5. CONCLUSION AND RECOMMENDATIONS
From the present scenario it is quite evident that our
dependency on ground water is going to with every passing
day. In the view of this growing demand deterioration in the
quality of ground water there is an urgent need to take up
effective measures for conservation management and
augmentation of ground water resources a comprencive
ground water management plan involving ground water
scientists, city planners, land use exports, environmentalists
and general public should be drawn.
The following steps should facilitate this
1. More observation station for water level and quality
monitoring should be established.
2. Setting of ground water obstruction structures should
be scientific and Proper care should be taken to keep
it away from the influence of waste disposal sites.
3. Artificial recharge schemes should be made popular.
this can be done by popularizing roof tap rain water
harvesting methods to achieving this building codes
of the city may be suitably revised to make this
mandatory for all new constructions.
4. Disposal of municipal waste should be managed
properly apart from proper treatment of sewage.
5. Mass awareness programs to educate public should
be arranged by involving NGO groups and through
electronic media.
ACKNOWLEDGEMENTS
I acknowledge my regards to the Department of Civil
Engineering, S.J.C.Institute of Technology, Chickballapur,
Karnataka State, for encouraging me by allowing to do
research work.
REFERENCES
[1] Ashwani Kumar and AnishDua, 2009, Water quality
index for assessment of water quality of River Ravi
at Madhopur Global Journal of Environmental
Sciences Vol. 8 No.1, 2009: 49-57.
[2] CPHEEO (Central Public Health Environmental
Engineering Organization), 1991. Manual of water
supply and treatment, Ministry of Urban
Development, New Delhi.
[3] APHA;”Standard Methods for the Examination of
water and wastewater; Sixteenth edition; 1995
[4] Dr.Bassappa Reddy. M “Ground water resources and
Management Strategies for the 21st
century,
Government of Karnataka; Department of mines and
geology, 1994
[5] CGWB “Workshop on Ground Water Monitoring
Development and management” Ministry of water
resources, South West Region; Bangalore; 2000
[6] Dr Kottaiah. B “Environmental engineering lab
manual” Chroatar First Edition; 1994
[7] KSPCB” Hand Book on Environmental Laws and
Guide Lines “Karnataka Pollution Control Board
Officer’s Association” First edition, 2000
[8] NEERI; “Water and wastewater Analysis manual”
National Environmental Engineering Research
Institute, Nagpur, 1988
[9] Pramod Kumar U.S. “To study the impact of
wastewater and ground water Quality in
Vrishabhavathi basin; M.E.Dissertation; Bangalore
University 2000
[10] Pradeep K. Jain; “Assessment of Ground water
quality in Singhari river Basin of central India”

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Water quality index for groundwater of southern part of bangalore city

  • 1. IJRET: International Journal of Research in Engineering and Technology eISSN: 2319-1163 | pISSN: 2321-7308 _______________________________________________________________________________________ Volume: 04 Issue: 05 | May-2015, Available @ http://www.ijret.org 89 WATER QUALITY INDEX FOR GROUNDWATER OF SOUTHERN PART OF BANGALORE CITY Ravindra M.V1 , Sharada S.A2 1 Assistant Professor, Civil Engineering Department, SJCIT, Chickballapura, VTU, Belgaum 2 Assistant Professor, Civil Engineering Department, SJCIT, Chickballapura, VTU, Belgaum Abstract Combining different water quality parameters into one single number leads an easy interpretation of an index, thus providing an important tool for management and decision making purposes. Water quality index is a statistical index and is based on the rank order of observation. The purpose of an index is to transform the complex water quality data into information that is easily understandable and useable by the general public. As a part of research work, 14 important water viz., pH , Ec, Cl, Fe, F, SO4, T.H, Ca, Mg, TDS, Na, K, Zn, NO3 were used to evaluate WQI of Southern part of Bangalore City. The water quality index number varies between (19 to122).The indices is classified as Excellent at range less than 10, Good at range 10 to 30, Medium at a range 30 to 50, Bad at a range 50 to 75, and Very Bad at a range greater than 75and the corresponding range contributed by each group is 0%, 18%, 18%, 28%, and 36% respectively. Keywords: WQI, Bangalore. --------------------------------------------------------------------***------------------------------------------------------------------ 1. INTRODUCTION Ground water is regarded to be one of the most valuable resources. Ground water quality is affected virtually by every activity of the society, there by making ground water protection complicated. The protection of groundwater is always cheaper than restoring already polluted aquifer. Hence the study of ground water pollution is essential. Water quality index methodology helps in the assessment of ground water pollution. Bangalore, the capital of Karnataka State, is a part of Bangalore urban district of Bangalore North and South taluks, in which the Vrishabhavathi river basin is included.The main cause of groundwater pollution is urbanization and industrialization. During the last few decades, disposal without proper treatment of sewage wastes form urban areas and of effluents from industries has been the cause of deterioration in the quality of groundwater. Water quality index is a means to summarize large amounts of water quality data into simple terms for reporting to management and the public in a consistent manner. Similar to the ultra violet (UV) index or an air quality index, it tells us whether the overall quality of water bodies poses a potential threat to various uses of water. The WQI was first developed by Horton in the early 1970s, is basically a mathematical means of calculating a single value from multiple test results. The index result represents the level of water quality in a given area. After Horton a number of workers all over the world developed WQI based on rating of different water quality parameters. Basically a WQI attempts to provide a mechanism for presenting a cumulatively derived, numerical expression defining a certain level of water quality (Miller et al., 1986). The different statistical approaches were followed for analyzing water quality data based on rank order of observations and factor analysis (Shoji et al., 1966,). For the evaluation of water quality, WQI was applied to river water (Ashwani Kumar et al., 2009, Rita.N.Kumar et al., 2009, N. Singkran . et al, 2010). The objectives of the present study are:1)To estimate the WQI for the study area and to divide the area into different zones based on the extent of deterioration in the quality of groundwater.2)To suggest the different measures and uses to control the ground water pollution.3)Dividing of the area based on different activities.4)To study the implementation of groundwater quality monitoring programmes to reduce ground water contamination potential. 2. MATERIALS AND METHODS: 2.1 Study Area Bangalore Urban and Rural area between 12’45’ N-13’45’ N latitude and 77 18’E-7745’E longitude The10 micro watersheds of Vrishabhavathi included in urban and rural areas lies between 12 45’N-13 03’ N latitude and 77 23’ E- 77 35’ E longitudes. The Vrishabhavathi River appears in toposheets number 57G/12,57H/9 and 57H/5. The present study area selected includes three micro watersheds covering an area of 100.8sq. Kms located in Bangalore urban district of Bangalore North and Bangalore South taluks. The study area lies between 12 52’30” N latitude and 77 30’03” E-77 34’30” E longitude. The entire basin extends from NNE to SSW. The three main streams carrying the industrial and domestic wastewater in the selected study area are: 1. Vrishabhvathinadi originates from peenya runs for about 14km and joins the main Vrishabhvathi River.
  • 2. IJRET: International Journal of Research in Engineering and Technology eISSN: 2319-1163 | pISSN: 2321-7308 _______________________________________________________________________________________ Volume: 04 Issue: 05 | May-2015, Available @ http://www.ijret.org 90 2. Nagarbhavithorai originates from Sanky tank runs about 18 Kms and joins the main Vrishabhvathi River. This streambed is lined to carry the surface flow. Khothihalla originates from Banashankari runs for about 6 km and joins the main Vrishabhavathiriver 3. METHODS In the present study various ground water pollution-causing parameters are selected for laboratory analysis namely pH , Electrical conductivity, Chloride, Iron, Fluoride, Sulphate, Total hardness, Calcium, Magnesium, Total Dissolved solids, Sodium, Potassium, Zinc, Nitrate. Water samples are collected in sampling bottles. The containers are labelled describing the date of collection, time of collection, sampling location, and conditions under which sampling are done. Analysis is done as per the standard procedure given in the standard methods (APHA). 3.1 Calculation of Water Quality Index In the formulation of a Water Quality Index, the importance of the various Water quality parameters depends on the intended use of the water. The method followed for the weighted arithmetic water quality index as fallows In the first place, the more harmful a given pollutant of water, the smaller in magnitude is its standard for drinking water .So the unit weight Wi for the ith parameter Pi is assumed to be inversely proportional to its recommended standard Si (i=1,2…n) and N=no of parameters considered). Thus we have Wi=k/Si = 1/Si Where the constant of proportionality K has been assumed to be equal to unity for the sake of simplicity. The quality rating qi for the ith parameter Pi is given, for all other parameters except pH , by the relation Qi = 100(Vi/Si) Where Vi is the observed value of the ith parameter and Si is its recommended standard for drinking water. For pH , the quality rating qp H can be calculated from the relation qpH=100[(Vp H ~7.0)/1.5] Where Vp H is the observed value of pH Finally, the water quality index (WQI) can be calculated by taking the weighted arithmetic mean of the quality ratings qi, thus, WQI= [i=1 (qiWi)/ Wi] Table 1 Parameter (Pi) Standard (Si) Unit weight (Wi) PH 6.5-8.5 0.005 Electrical conductivity 400 .0025 Chloride 200 0.005 Iron 1.0 1.00 Fluoride 1.0 1.00 Sulphate 200 0.005 Total hardness 200 0.005 Calcium hardness 75 0.013 Magnesium hardness 30 0.03 Total dissolved solids 500 0.002 Zinc 5.0 0.20 Nitrate 45 0.02 Sodium 20 0.05 Potassium 10 0.1 ∑Wi =2.355 Table 2 Parameter (Pi) observed value quality rating Subindex(qiWi ) pH 0.69 20.67 0.103 Ec 480 120 0.3 Cl 92.17 46 0.23 Fe 1 100 100 F 0.25 25 25 SO4 28.9 14.45 0.07 Total hardness 250 125 0.625 Ca 154 205.23 2.66 Mg 96 320 9.6 TDS 400 80 0.16 Zn 1.23 24.6 4.92 NO3 40 88.88 1.78 Na 25 125 6.25 K 12 120 12 ∑qiWi = 165.01 WQI = 165.01 = 70.07 2.355 3.2 Weightings and Ratings for Different Parameters The 14 parameters are integrated to derive the water quality index as shown in table 3.0.Thewater quality index number varies between (19 to122).The indices is classified as Excellent at range less than 10, Good at range 10 to 30,Medium at a range 30 to 50,bad at a range 50 to 75,and very bad at a range greater than 75and the corresponding range contributed by each group is 0%,18%,18%,28%,and 36% respectively as shown in table 3.0
  • 3. IJRET: International Journal of Research in Engineering and Technology eISSN: 2319-1163 | pISSN: 2321-7308 _______________________________________________________________________________________ Volume: 04 Issue: 05 | May-2015, Available @ http://www.ijret.org 91 Table 3 indicates the weightings depending on water quality indices WQI Descriptor Words Sampling Points Lies In That Group Total No % 75 VERY BAD 2,3,5,14,15,16,22,24,3 0,31,34,35,36,37,38,4 3,44,46 18 36% 50 to 75 BAD 1,4,11,23,25,28,29,40, 41,42,45,47,48,50 14 28% 30 to50 MEDIUM 8,9,13,17,26,32,33,41, 49 9 18% 10 to 30 GOOD 6,7,10,12,18,19,20,21, 27 9 18% 10 EXCELLEN T NONE NONE 0% 4. DISCUSSION  At present settlement area is located in very bad and bad area requires more precautionary measures because small quantity of contaminants entry into ground in this region in this causes ground water pollution in large scale.  At present very bad area located near the earthen sewage drains are passing mainly near cholurpalya 5. CONCLUSION AND RECOMMENDATIONS From the present scenario it is quite evident that our dependency on ground water is going to with every passing day. In the view of this growing demand deterioration in the quality of ground water there is an urgent need to take up effective measures for conservation management and augmentation of ground water resources a comprencive ground water management plan involving ground water scientists, city planners, land use exports, environmentalists and general public should be drawn. The following steps should facilitate this 1. More observation station for water level and quality monitoring should be established. 2. Setting of ground water obstruction structures should be scientific and Proper care should be taken to keep it away from the influence of waste disposal sites. 3. Artificial recharge schemes should be made popular. this can be done by popularizing roof tap rain water harvesting methods to achieving this building codes of the city may be suitably revised to make this mandatory for all new constructions. 4. Disposal of municipal waste should be managed properly apart from proper treatment of sewage. 5. Mass awareness programs to educate public should be arranged by involving NGO groups and through electronic media. ACKNOWLEDGEMENTS I acknowledge my regards to the Department of Civil Engineering, S.J.C.Institute of Technology, Chickballapur, Karnataka State, for encouraging me by allowing to do research work. REFERENCES [1] Ashwani Kumar and AnishDua, 2009, Water quality index for assessment of water quality of River Ravi at Madhopur Global Journal of Environmental Sciences Vol. 8 No.1, 2009: 49-57. [2] CPHEEO (Central Public Health Environmental Engineering Organization), 1991. Manual of water supply and treatment, Ministry of Urban Development, New Delhi. [3] APHA;”Standard Methods for the Examination of water and wastewater; Sixteenth edition; 1995 [4] Dr.Bassappa Reddy. M “Ground water resources and Management Strategies for the 21st century, Government of Karnataka; Department of mines and geology, 1994 [5] CGWB “Workshop on Ground Water Monitoring Development and management” Ministry of water resources, South West Region; Bangalore; 2000 [6] Dr Kottaiah. B “Environmental engineering lab manual” Chroatar First Edition; 1994 [7] KSPCB” Hand Book on Environmental Laws and Guide Lines “Karnataka Pollution Control Board Officer’s Association” First edition, 2000 [8] NEERI; “Water and wastewater Analysis manual” National Environmental Engineering Research Institute, Nagpur, 1988 [9] Pramod Kumar U.S. “To study the impact of wastewater and ground water Quality in Vrishabhavathi basin; M.E.Dissertation; Bangalore University 2000 [10] Pradeep K. Jain; “Assessment of Ground water quality in Singhari river Basin of central India”