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LAKE 2014: Conference on Conservation and
Sustainable Management of Wetland Ecosystems in
Western Ghats
Date: 13th
-15th
November 2014
Symposium Web: http://ces.iisc.ernet.in/energy
144Sahyadri Conservation Series 47, ETR 87
CHARACTERIZATION OF LEACHATE FROM MUNCIPAL LANDFILL
AND ITS EFFECT ON SURROUNDING WATER BODIES
Naveen.B.Pa, Sivapullaiah.P.Vb
, Sitharam.T.Gc
, Ramachandra.T.Vd
a, b, c
Department of Civil Engineering, Indian Institute of Science, Bangalore, India.
d
Energy & Wetlands Research Group, Center for Ecological Sciences,
Indian Institute of Science, Bangalore, India.
ABSTRACT
Leachate of municipal solid waste has dissolved
soluble organic and inorganic compounds as well
as suspended particles. There are many factors
that affect leachate production like annual
precipitation, runoff, infiltration, evaporation,
transpiration, and freezing, mean ambient
temperature, waste composition, waste density,
initial moisture content, and depth of the waste
fill. The decomposition of waste in presence of
water can be separated into two different phases
of degradation viz., initial aerobic and subsequent
anaerobic. Some of the soluble contaminants
enrich the water table, or the saturated zone.
Some of remaining molecules naturally adsorbed
to the clay liner particles. The paper discusses the
characteristics of leachate generated from
municipal solid waste landfill and its effect on
surrounding water bodies near Mavallipura
landfill area in Bangalore. Two samples of water
from the nearby pond and well were collected
from downstream of Mavallipura landfill site.
Physico-chemical characterization of leachate has
shown that the leachate contains high
concentrations of organic and inorganic
constituents beyond the permissible limits. While
the heavy metals concentration was in traces as
the waste is dumped in the landfill is mainly
domestic in nature. The pH of the leachate is
marginally alkaline as the pH is 7.4. The results
also showed that the highest metal concentration
that exists in the leachate was Iron which is about
of 11.16 ppm. BOD5 and COD of the leachate are
1500 mg/l and 10400 mg/l, respectively. The
leachate characteristics indicate favorable growth
of algae in natural water contaminated with
leachate with the alkaline condition and with the
presence of magnesium as nutrient, which has
been confirmed in the nearby surface pond.
Knowledge of leachate quality will be useful in
planning and providing remedial measures to
protect surface and ground water quality in the
area.
Keyword: Decomposition, Landfill, Leachate, Municipal Solid Waste
INTRODUCTION
Leachate is a contaminated liquid emanating
from the solid waste dumps such as landfills and
contains soluble organic and inorganic
compounds as well as suspended particles.
Depending on weather leachate flow can
increase (during rainy season) or decrease
(during dry/summer season). The landfill
leachate discharge may lead to serious
environmental problems. Leachate may
percolate through landfill liners and subsoil
causing pollution of ground water and surface
waters resources. A landfill is designed to
EW
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-IISc
LAKE 2014: Conference on Conservation and
Sustainable Management of Wetland Ecosystems in
Western Ghats
Date: 13th
-15th
November 2014
Symposium Web: http://ces.iisc.ernet.in/energy
145Sahyadri Conservation Series 47, ETR 87
protect the environment from harmful
contamination by minimizing the migration of
contaminants in leachates by providing
appropriate liner. Sanitary landfill is the
scientific dumping of municipal solid waste due
to which maturity of the waste material is
achieved faster [1]. Generation of leachate from
sanitary landfill is a complex combination of
physical, chemical and biological processes
whereby waste age has effect to performance of
landfill that generate leachate [2]. The major
potential environmental impacts related to solid
waste landfill leachate are pollution of surface
water and ground water. The risk of ground
water pollution is probably the most severe
environmental impact from landfills because
historically most landfills were built without
engineered liners and leachate collection and
treatment systems [3]. Generally, it is accepted
that landfills undergo at least four phases of
decompositions: (a) an initial aerobic phase, (b)
an anaerobic acid phase, (c) an initial
methanogenic phase, (d) a stable methanogenic
phase [4].
This paper presents the results of leachate
composition and characteristics such as pH,
BOD5, COD, heavy metals of a municipal solid
waste (MSW). Three samples of leachate/water
were collected from the landfill and surrounding
water bodies and analyzed for various physico-
chemical parameters to estimate its
characteristics or composition. The two different
water samples from the nearby pond and well
were collected from downstream of Mavallipura
landfill site. Another leachate sample has been
collected directly from Mavallipura landfill
itself. The concentration of magnesium is also
measured as it is one nutrient for the growth of
algae.
Sampling locations: The Landfill is situated at
survey no.108, at Mavallipura village,
Hesaragatta zone, Bangalore North, Karnataka
state. This site has been used as processing for
the municipal solid waste generated from the
Bangalore city. Fig.1. shows sample location
points in landfill. Fig.2, 3 and 4 show the
location of collection of leachate, Pond and
Open well from Mavallipura landfill. A
municipal solid waste leachate sample was
collected in the month of April from the
Mavallipura landfill area in Bangalore. Glass
bottles were used to collect leachate samples for
chemical analyses, whereas, samples preserved
for BOD and COD tests were collected in
polyethylene bottles covered with aluminium
foils. A few drops of concentrated nitric acid
were added to the leachate sample collected for
heavy metals analysis to preserve the samples.
The samples were then transported in cooler
boxes at temperature below 5°C, and transported
immediately to the laboratory. Sample of
leachate were stored in refrigerator at 4°C before
proceeding for the analysis. The analysis is
carried out according to standard methods for
examination of water and wastewater unless
otherwise stated, APHA [5]. Table 1 shows the
methods of analysis of different parameters of
leachate. Leachate samples were collected in the
month of April from the Mavallipura landfill
area in Bangalore. Glass bottles were used to
collect leachate samples for chemical analyses,
whereas, samples preserved for BOD and COD
tests were collected in polyethylene bottles
covered with aluminium foils. A few drops of
concentrated nitric acid were added to the
leachate sample collected for heavy metals
analysis to preserve the samples. The samples
were then transported in cooler boxes at
temperature below 5°C, and transported
immediately to the laboratory. Sample of
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-IISc
LAKE 2014: Conference on Conservation and
Sustainable Management of Wetland Ecosystems in
Western Ghats
Date: 13th
-15th
November 2014
Symposium Web: http://ces.iisc.ernet.in/energy
146Sahyadri Conservation Series 47, ETR 87
leachate were stored in refrigerator at 4°C before
proceeding for the analysis. The analysis is
carried out according to standard methods for
examination of water and wastewater unless
otherwise stated, APHA [5]. Table 1 shows the
methods of analysis of different parameters of
leachate.
Fig.1. Sample locations points Fig.2. Leachate collected from landfill
Fig.3. Pond near landfill Fig.4. Open well near landfill
Sample collection and Preservation
Table 1. The methods of analysis of different parameters of leachate
Parameters Instrument used to identify the parameters
pH pH meter
Conductivity, µS/cm Conductivity meter
TDS, mg/l TDS meter
COD, mg/l Open reflux method
BOD3 , mg/l Winkler’s method
Sulphate, mg/l Titration
Chloride, mg/l Titration
Calcium, mg/l EDT titration
Alkalinity, mg/l EDT titration
Sodium, mg/l flame photometer method
Potassium , mg/l flame photometer method
Nitrate,mg/l Spectrophotometer method
Heavy metal Absorption Spectrophotometer
RESULTS AND DISCUSSION
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-IISc
LAKE 2014: Conference on Conservation and
Sustainable Management of Wetland Ecosystems in
Western Ghats
Date: 13th
-15th
November 2014
Symposium Web: http://ces.iisc.ernet.in/energy
147Sahyadri Conservation Series 47, ETR 87
Table 2 shows the results the chemical
characteristics of the leachate from Mavallipura
landfill. As for metals, high concentrations of
iron in the leachate, followed by zinc, nickel were
observed. The concentrations of chromium,
copper, cadmium and lead were low.
Table 2. Leachate characteristic of Mavallipura landfill
Details Leachate
(Sample 1)
Pond
(Sample 2)
Well
(Sample 3)
Desirable Limit
IS10500-2012
pH 7.4 8.4 7.5 6.5 to 8.5
Conductivity, µS/cm 4120 2500 1362 500
TDS, mg/l 2027 1447 703 500
COD, mg/l 10400 1080 440 -
BOD3 , mg/l 1500 105 3 -
Sulphate, mg/l 40 10 7 200
Chloride, mg/l 660 250 230 250
Calcium, mg/l 400 0 320 75
Alkalinity, mg/l 11200 2000 300 200
Iron, mg/l 11.16 0.16 0.62 0.3
Copper, mg/l 0.151 BDL BDL 0.05
Silver, mg/l 0.035 0.026 0.051 0.1
Chromium, mg/l 0.021 BDL BDL 0.05
Cadmium, mg/l 0.035 BDL BDL 0.003
Lead, mg/l 0.3 BDL BDL 0.01
Zinc, mg/l 3 1 0.4 5
Nickel, mg/l 1.339 BDL BDL 0.02
Sodium, mg/l 3710 1676 88 200
Potassium , mg/l 1675 1078 46 200
Nitrate, mg/l 22.36 0.18 1.09 45
Total Phosphorus, mg/l 26.29 5.87 1.5 -
pH: pH value of leachate(sample 1) of the landfill
site was 7.4. pH is controlled principally by a
series of chemical reactions. The important
reaction is the degradation of organic materials to
produce carbon dioxide and small amount of
ammonia. These dissolve in the leachate to form
ammonium ions and carbonic acid. The carbonic
acid dissociates with ease to produce hydrogen
cations and bicarbonate anions. Which influence
the level of pH of the system. Additionally,
leachate pH is also influenced by the partial
pressure of the generated carbon dioxide gas that
is contact with the leachate. pH range of 6.0 to 9.0
appears to provide protection for the life of fresh
water fish and bottom dwelling invertebrates. The
pH values of the pond and well water samples
found to be 8.4 and 7.5. These variations were
likely caused by number of factors such as rain
water infiltration and dilution effects.
Additionally, the influx of contaminants from
natural and anthropogenic activities like
percolation of solid waste leachates and other land
uses can also affect the pH values. However,
these pH values were within what would be
considered a relatively normal band [6]. When
compared with the IS10500 recommended range
for pH in drinking water (6.5-8.5) are within the
acceptable range.
Alkalinity: Alkalinity causes by bicarbonate,
Carbonate and Hydroxyl ions. It is important in
treatment of waste water: coagulation, softening,
evaluating buffering capacity of water. However,
for landfill leachate total alkalinity values are
often found to be significantly higher than natural
EW
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-IISc
LAKE 2014: Conference on Conservation and
Sustainable Management of Wetland Ecosystems in
Western Ghats
Date: 13th
-15th
November 2014
Symposium Web: http://ces.iisc.ernet.in/energy
148Sahyadri Conservation Series 47, ETR 87
waters. This is because of the biochemical
decomposition and dissolution process occurs
within a landfill and disposal sites. The
biodegradation processes of organic matter within
the waste mass produce a significant amount of
bicarbonate, which represents dissolved carbon
dioxide and is also the major components of
alkalinity. In this investigation, the Mavallipura
leachate sample was found to have significantly
high alkalinity values. The high alkalinity
observed in this study reflects the level of
biodegradation process taking place within the
disposal sites. The presence of significant amounts
of ash and slag is from the combustion of wood,
agricultural residues and peat in Mavallipura
landfill sites. These components are known to
increase alkalinity in leachtes greatly. Water
Sample 2 found to be having high concentration
could have effect on health due to the reduced
solubility of many heavy metals [7]. It might
produce unpleasant odour in the water sample that
is be unacceptable for many users [8]. The high
alkalinity values observed in this study, therefore,
imply that the groundwater is contaminated.
Conductivity and Total dissolved solids: These
parameters are generally influenced by the total
amount of dissolved organic and inorganic
materials present in the solution, and are used to
demonstrate the degree of salinity and mineral
contents of leachate. Total mineral content further
reflects the strength and overall pollutant load of
the leachate. The salt content in the leachate is due
to presence of potassium, sodium, chloride, nitrate,
sulphate and ammonia salts. The leachate sample
seems to be having high values (EC=4210µS/cm)
as a consequence of degradation of organic matter.
When sample 2 and sample 3 are compared with
the IS10500, recommended range for conductivity
and TDS in drinking water found to be in
unacceptable range.
Major anions: The level of inorganic elements
present in leachate is dependent principally on the
ease of leaching the inorganic constituents present
in the municipal solid waste materials and the
stabilization process in the landfill. In this
investigation, Mavallipura landfill leachate sample
was found to have considerably high
concentrations of all the major anions like
chlorides, nitrates, sulphate as reflected in
concentration of chloride is highest, while sulphate
concentration is the lowest. The high chloride
content in the leachate sample reflects the
significant presence of soluble salts in the
municipal solid waste materials of the study area.
The high chloride content in Mavallipura landfill
leachate sample is attributed to the large amount of
sewage, agricultural and other animal waste
deposited in the site. Prior to anaerobic activity
sulphate is converted to sulphide and metal
sulphide precipitates in leachate sample. Sulphate
in landfill leachate is sourced primilarly from the
decomposition of organic matter, soluble waste,
such as construction wastes or ash, synthetic
detergents and inert waste, such dredged river
sediments. Nitrates represent the most oxidized
form of nitrogen found in natural system. It is
often regarded as an unambiguous indicator of
domestic and agricultural pollution. In leachate
sample it is formed primarily as a result of
oxidation of ammonium to nitrite and
subsequently, to nitrates by nitrification process.
Sample 2 and Sample 3 are within the acceptable
range when compare with the IS10500
recommended in drinking water.
Major Cations: The constituents Calcium,
Magnesium, Sodium and Potassium are considered
generally to be major cations typically present in
leachate. Derived from the waste material through
mass transfer processes, concentration of these
cations in leachate is specific to the composition of
EW
R
G
-IISc
LAKE 2014: Conference on Conservation and
Sustainable Management of Wetland Ecosystems in
Western Ghats
Date: 13th
-15th
November 2014
Symposium Web: http://ces.iisc.ernet.in/energy
149Sahyadri Conservation Series 47, ETR 87
the waste mass and the prevailing phase of
stabilization in the landfill [9]. In leachates, these
are sourced usually from the degradation of
organic materials and the dissolution of inorganic
wastes such as concrete, plaster and tiles. Sodium
and potassium are both present at considerably
high concentrations in the entire samples of this
investigation. The sodium and potassium are not
affected significant by microbiological activities
within the landfill site. These ions play an
important role in plant physiology and are most
likely derived from vegetable residues and
domestic wastes. Increased concentration of
potassium in ground water is often considered as
an indicator of leachate pollution [9]. Main source
of potassium is due to weathering and erosion of
potassium bearing minerals such as feldspar and
leaching of fertilizer. It can have adverse health
effects from exposure to increased potassium in
drinking water .It can cause diseases like kidney
failure, heart disease, coronary artery disease,
hypertensions, diabetes. Sodium is an essential
nutrient and adequate levels of sodium are
required for good health. The sodium and
potassium are not affected significantly by
microbiological activities within the landfill site.
Calcium is one of the most common cations found
in ground water aquifers, as it dissolves from
rocks, such as limestone, marble, calcite, dolomite,
gypsum, fluorite and apatite. In addition with
magnesium, it is one of the principal cations
associated with water hardness [10]. Calcium
concentrations were noticeably high in sample 3.
When sample 2 was compared with the IS10500
recommended range for sodium and potassium in
drinking water are found to be in unacceptable
range.
BOD and COD: The BOD/COD ratio indicates
the age of the waste fill [11]. Also the changes in
the amount of biodegrable compounds in the
leachate. Any waste water, having its BOD5/COD
ratio more than 0.63, can hence, be considered to
be quite controlled to biological treatment, since it
does not contain non-biodegrable organics [12].
Table 3 Age of waste based on BOD & COD values of leachate [11].
BOD5/COD Age of fill COD
≥ 0.5 Young (< 5yr.) >10,000
0.1-0.5 Medium (5 yr -10yr) 500-10,000
<0.1 Old(>10 yr) <500
Table 3 shows that BOD5 was 1500 mg/l and the
value of COD was 10400 mg/l . The ratio of
BOD5/COD is 0.144 for Mavallipura landfill. For
surface sample BOD5/COD ratio is
0.097(BOD=105mg/L, COD=1080mg/L) and for
well sample BOD5/COD ratio is 0.0067
(BOD=3mg/l, COD=440mg/l) respectively. The
value of COD and BOD5/COD can characterize
the age of the landfill according to the leachate
consitutents see (Table 3). Thus, the value of
COD and BOD5/COD from Table 3 was
compared with Table 2. It shows that the leachate
sample in this study was collected from the landfill
with the age more than 5 years. The reduction in
the BOD/COD value in the case of surface water
pond is much higher indicating that the reduction
is mainly due to reduction in the BOD value. Even
assuming that the surface water pond is only
contaminated with the leachate partially to dilution
the reduction BOD/COD value shows that it is due
EW
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-IISc
LAKE 2014: Conference on Conservation and
Sustainable Management of Wetland Ecosystems in
Western Ghats
Date: 13th
-15th
November 2014
Symposium Web: http://ces.iisc.ernet.in/energy
150Sahyadri Conservation Series 47, ETR 87
to by plant such as algae. As such the surface
water pond is characterized not only by smaller
BOD and COD values but also by lower
BOD/COD ratio.
Algae are the population of microscopic single
and multiple-celled aquatic plants that live in
water. When populations of algal cells multiply,
thereby clouding or giving color to a pond, it is
called an algal bloom. Algae produce oxygen
through photosynthetic action and are the primary
source of oxygen in a body of water. Other sources
of oxygen include other aquatic plants and oxygen
interchange at the air-water interface, especially
caused by wind driven wave action. Oxygen is
also continuously being removed from the pond. It
is removed by respiration of aquatic animals, by
the biological oxygen demand (BOD) of
organisms such as bacteria that break down non-
living organic material, and even by a chemical
oxygen demand (COD) caused by chemical
processes such as decay of dead plants and
animals. The presence of algae for the production
of oxygen and as a base resource is essential for
any healthy body of water [13]. The growth of
algae was observed in water pond in downstream
of landfill area which is shown in Fig.5. Fig.6.
shows the water sample from the well.
Total Phosphorus: Total phosphorus value for
leachate was found to be 26.29mg/l. Phosphorus is
one of the key elements necessary for growth of
plants and animals and is a backbone of the kerb’s
cycle and Deoxyribonucleic acid (DNA).
Phosphorous transported from agricultural lands to
surface water can promote eutrophication, which
is one of the leading water quality issues in lakes
and reservoirs [14]. The IS10500 has not set any
guideline value for total phosphorus in drinking
water.
Heavy Metals: Heavy metals in the municipal
solid waste are due to batteries, consumer
electronics, ceramics, light bulbs, paint chips, lead
foils such as wine bottle closures, used motor oils,
plastics, and some inks and glass can all introduce
metal contaminants into the solid waste stream.
Concentration of heavy metals in a landfill is
generally higher at earlier stages because of higher
metal solubility as a result of low pH caused by
production of organic acids. It is now recognized
that most trace elements are readily fixed and
accumulate in soils, and because this process is
largely irreversible, repeated applications of
amounts in excess of plant needs eventually
contaminate a soil and may either render it non-
productive or the product unusable. Although
plants do take up the trace elements, the uptake is
normally so small that this alone cannot be
expected to reduce appreciably the trace element
[15].
CONCLUSIONS
 Leachate sample of Mavallipura landfill has high
concentration of organic and inorganic constituents.
 The leachate is found to have significantly high salinity
and alkalinity as reflected in their values for conductivity,
TDS, alkalinity and pH. Hence the leachates were
considered to contain significant loads of contaminats to
pose threat to the underlying ground water aquifer.
 The BOD3/COD ratio suggested that the landfill leachate
is medium aged leachate.
 Based on the different chemical parameters in landfill and
surrounding water bodies shows that the effect of leachate
is seen in the nearby water bodies.
 There is a tendency of leachate migration to the soil and
water resources. This can result in contamination of the
soil, surface water and subsurface water resources. The
growth of algae in the water bodies is the confirmation of
the leachate effect on the water bodies.
EW
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G
-IISc
LAKE 2014: Conference on Conservation and
Sustainable Management of Wetland Ecosystems in
Western Ghats
Date: 13th
-15th
November 2014
Symposium Web: http://ces.iisc.ernet.in/energy
151Sahyadri Conservation Series 47, ETR 87
REFERENCES
1. Asplund, M.(2008). “Algal Biomass Growth as a Step in Purification of Leachate”, Project Microbal
Biotechnology 7.5hp Linkopings Universitet, Swedan.
2. Hui, T.S. (2005). “Leachate Treatment by Floating Plants in Constructed Wetland”.Master’s Thesis,Universiti
Teknologi Malaysia, Malaysia.
3. Christensen, T.H. and Kjeldsen, P (1995). “Landfill emissions and environmental lll”, Christensen,in
SARDINIA 'Fifth Internatioial Landfill Symposium, Proceedings, Volume T.H., Cossu, R., and Stegmann, R.,
Eds., CISA, Cagliari, Italy,3.
4. Christensen, T.H., Kjeldsen, P., Bjerg, P.L., Jensen, D.L., Christensen, J.B., 16,H.-J., and Heron, G.,(2001)
“Biogeochemistry of landfill leachate plumes”, Appl. Geochem., 659-718.
5. APHA (1998), “Standard Methods for Examination of Water and Waste water”, 19th edition, American Public
Health Association, Washington, DC. Brock T.D. and Madigan M.T.Biology of Microorganisms. 5th
edition.Prentice Hall International inc 641 - 644.
6. Ahmed,k.(2008). “The Kano Physical Environmental”, Available at: http://www.kanostate.net/physical.html.
7. Seither, A.et al.(2012). “The inorganic drinking water quality of some ground water works and regulated wells
in Norway”, Geological Survey of Norway. Report no: 2012.073. ISSN 0800-3416.
8. Meenakumari.H.R.(2004). “Groundwater Pollution with special reference to open wells in and around Mysore
city, Karnataka state. PhD Thesis. University of Mysore, India.
9. Christensen, T.H., Kjeldsen, P., Bjerg, P.L., Jensen, D.L., Christensen, J.B., 16,H.-J., and Heron, G.,(2001),
“Biogeochemistry of landfill leachate plumes” , Appl. Geochem., 659-718
10. Harmsen.J, (1983), “Identification of organic compounds in leachate from a waste tip”, Journal of Water
Research, 17(6), 699-705.
11. Hui, T.S. (2005), “Leachate Treatment by Floating Plants in Constructed Wetland “,Master’s Thesis,Universiti
Teknologi Malaysia, Malaysia.
12. Navee.B.P, Anil kumar sharma, Sivapualliah. P.V.,Sitharam.T.G.,Ashwath Narayan.M.S (2013),
“Characterisitcs of the Leachate from MSW Landfill,Bangalore” , Silver Jubilee Celebrations of Indian Chapter
of IGS - International Symposium "Geosynthetics India-2013", 24-25 October, New Delhi, India, pp.139-145.
13. Granet.C, Courant.N, Millot. N, Rousseau and Navarro. N (1986), “Diagnostic detrailabilite dex lixivials:
definition d’une methodologie,L’Eau et l’ Industrie. Janvier.
14. U.S. Environmental Protection Agency (USEPA),(2005), Nonpoint Source Control Branch (4503T) 1200
Pennsylvania Avenue, NW Washington, DC 20460.
15. Ahmed.F.A, (2012), Ground water pollution Threats of Solid Waste Disposal in Urban Kano, Nigeria:
Evaluation and Protection Strategies, Doctor of Philosophy, The university of Manchester, England.
16. IS: 10500(1992). “Drinking water; drinking water specification,” Bureau of Indian Standards.
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Characterization of Leachate from Municipal Landfill and its Effect on Surrounding Water Bodies

  • 1. LAKE 2014: Conference on Conservation and Sustainable Management of Wetland Ecosystems in Western Ghats Date: 13th -15th November 2014 Symposium Web: http://ces.iisc.ernet.in/energy 144Sahyadri Conservation Series 47, ETR 87 CHARACTERIZATION OF LEACHATE FROM MUNCIPAL LANDFILL AND ITS EFFECT ON SURROUNDING WATER BODIES Naveen.B.Pa, Sivapullaiah.P.Vb , Sitharam.T.Gc , Ramachandra.T.Vd a, b, c Department of Civil Engineering, Indian Institute of Science, Bangalore, India. d Energy & Wetlands Research Group, Center for Ecological Sciences, Indian Institute of Science, Bangalore, India. ABSTRACT Leachate of municipal solid waste has dissolved soluble organic and inorganic compounds as well as suspended particles. There are many factors that affect leachate production like annual precipitation, runoff, infiltration, evaporation, transpiration, and freezing, mean ambient temperature, waste composition, waste density, initial moisture content, and depth of the waste fill. The decomposition of waste in presence of water can be separated into two different phases of degradation viz., initial aerobic and subsequent anaerobic. Some of the soluble contaminants enrich the water table, or the saturated zone. Some of remaining molecules naturally adsorbed to the clay liner particles. The paper discusses the characteristics of leachate generated from municipal solid waste landfill and its effect on surrounding water bodies near Mavallipura landfill area in Bangalore. Two samples of water from the nearby pond and well were collected from downstream of Mavallipura landfill site. Physico-chemical characterization of leachate has shown that the leachate contains high concentrations of organic and inorganic constituents beyond the permissible limits. While the heavy metals concentration was in traces as the waste is dumped in the landfill is mainly domestic in nature. The pH of the leachate is marginally alkaline as the pH is 7.4. The results also showed that the highest metal concentration that exists in the leachate was Iron which is about of 11.16 ppm. BOD5 and COD of the leachate are 1500 mg/l and 10400 mg/l, respectively. The leachate characteristics indicate favorable growth of algae in natural water contaminated with leachate with the alkaline condition and with the presence of magnesium as nutrient, which has been confirmed in the nearby surface pond. Knowledge of leachate quality will be useful in planning and providing remedial measures to protect surface and ground water quality in the area. Keyword: Decomposition, Landfill, Leachate, Municipal Solid Waste INTRODUCTION Leachate is a contaminated liquid emanating from the solid waste dumps such as landfills and contains soluble organic and inorganic compounds as well as suspended particles. Depending on weather leachate flow can increase (during rainy season) or decrease (during dry/summer season). The landfill leachate discharge may lead to serious environmental problems. Leachate may percolate through landfill liners and subsoil causing pollution of ground water and surface waters resources. A landfill is designed to EW R G -IISc
  • 2. LAKE 2014: Conference on Conservation and Sustainable Management of Wetland Ecosystems in Western Ghats Date: 13th -15th November 2014 Symposium Web: http://ces.iisc.ernet.in/energy 145Sahyadri Conservation Series 47, ETR 87 protect the environment from harmful contamination by minimizing the migration of contaminants in leachates by providing appropriate liner. Sanitary landfill is the scientific dumping of municipal solid waste due to which maturity of the waste material is achieved faster [1]. Generation of leachate from sanitary landfill is a complex combination of physical, chemical and biological processes whereby waste age has effect to performance of landfill that generate leachate [2]. The major potential environmental impacts related to solid waste landfill leachate are pollution of surface water and ground water. The risk of ground water pollution is probably the most severe environmental impact from landfills because historically most landfills were built without engineered liners and leachate collection and treatment systems [3]. Generally, it is accepted that landfills undergo at least four phases of decompositions: (a) an initial aerobic phase, (b) an anaerobic acid phase, (c) an initial methanogenic phase, (d) a stable methanogenic phase [4]. This paper presents the results of leachate composition and characteristics such as pH, BOD5, COD, heavy metals of a municipal solid waste (MSW). Three samples of leachate/water were collected from the landfill and surrounding water bodies and analyzed for various physico- chemical parameters to estimate its characteristics or composition. The two different water samples from the nearby pond and well were collected from downstream of Mavallipura landfill site. Another leachate sample has been collected directly from Mavallipura landfill itself. The concentration of magnesium is also measured as it is one nutrient for the growth of algae. Sampling locations: The Landfill is situated at survey no.108, at Mavallipura village, Hesaragatta zone, Bangalore North, Karnataka state. This site has been used as processing for the municipal solid waste generated from the Bangalore city. Fig.1. shows sample location points in landfill. Fig.2, 3 and 4 show the location of collection of leachate, Pond and Open well from Mavallipura landfill. A municipal solid waste leachate sample was collected in the month of April from the Mavallipura landfill area in Bangalore. Glass bottles were used to collect leachate samples for chemical analyses, whereas, samples preserved for BOD and COD tests were collected in polyethylene bottles covered with aluminium foils. A few drops of concentrated nitric acid were added to the leachate sample collected for heavy metals analysis to preserve the samples. The samples were then transported in cooler boxes at temperature below 5°C, and transported immediately to the laboratory. Sample of leachate were stored in refrigerator at 4°C before proceeding for the analysis. The analysis is carried out according to standard methods for examination of water and wastewater unless otherwise stated, APHA [5]. Table 1 shows the methods of analysis of different parameters of leachate. Leachate samples were collected in the month of April from the Mavallipura landfill area in Bangalore. Glass bottles were used to collect leachate samples for chemical analyses, whereas, samples preserved for BOD and COD tests were collected in polyethylene bottles covered with aluminium foils. A few drops of concentrated nitric acid were added to the leachate sample collected for heavy metals analysis to preserve the samples. The samples were then transported in cooler boxes at temperature below 5°C, and transported immediately to the laboratory. Sample of EW R G -IISc
  • 3. LAKE 2014: Conference on Conservation and Sustainable Management of Wetland Ecosystems in Western Ghats Date: 13th -15th November 2014 Symposium Web: http://ces.iisc.ernet.in/energy 146Sahyadri Conservation Series 47, ETR 87 leachate were stored in refrigerator at 4°C before proceeding for the analysis. The analysis is carried out according to standard methods for examination of water and wastewater unless otherwise stated, APHA [5]. Table 1 shows the methods of analysis of different parameters of leachate. Fig.1. Sample locations points Fig.2. Leachate collected from landfill Fig.3. Pond near landfill Fig.4. Open well near landfill Sample collection and Preservation Table 1. The methods of analysis of different parameters of leachate Parameters Instrument used to identify the parameters pH pH meter Conductivity, µS/cm Conductivity meter TDS, mg/l TDS meter COD, mg/l Open reflux method BOD3 , mg/l Winkler’s method Sulphate, mg/l Titration Chloride, mg/l Titration Calcium, mg/l EDT titration Alkalinity, mg/l EDT titration Sodium, mg/l flame photometer method Potassium , mg/l flame photometer method Nitrate,mg/l Spectrophotometer method Heavy metal Absorption Spectrophotometer RESULTS AND DISCUSSION EW R G -IISc
  • 4. LAKE 2014: Conference on Conservation and Sustainable Management of Wetland Ecosystems in Western Ghats Date: 13th -15th November 2014 Symposium Web: http://ces.iisc.ernet.in/energy 147Sahyadri Conservation Series 47, ETR 87 Table 2 shows the results the chemical characteristics of the leachate from Mavallipura landfill. As for metals, high concentrations of iron in the leachate, followed by zinc, nickel were observed. The concentrations of chromium, copper, cadmium and lead were low. Table 2. Leachate characteristic of Mavallipura landfill Details Leachate (Sample 1) Pond (Sample 2) Well (Sample 3) Desirable Limit IS10500-2012 pH 7.4 8.4 7.5 6.5 to 8.5 Conductivity, µS/cm 4120 2500 1362 500 TDS, mg/l 2027 1447 703 500 COD, mg/l 10400 1080 440 - BOD3 , mg/l 1500 105 3 - Sulphate, mg/l 40 10 7 200 Chloride, mg/l 660 250 230 250 Calcium, mg/l 400 0 320 75 Alkalinity, mg/l 11200 2000 300 200 Iron, mg/l 11.16 0.16 0.62 0.3 Copper, mg/l 0.151 BDL BDL 0.05 Silver, mg/l 0.035 0.026 0.051 0.1 Chromium, mg/l 0.021 BDL BDL 0.05 Cadmium, mg/l 0.035 BDL BDL 0.003 Lead, mg/l 0.3 BDL BDL 0.01 Zinc, mg/l 3 1 0.4 5 Nickel, mg/l 1.339 BDL BDL 0.02 Sodium, mg/l 3710 1676 88 200 Potassium , mg/l 1675 1078 46 200 Nitrate, mg/l 22.36 0.18 1.09 45 Total Phosphorus, mg/l 26.29 5.87 1.5 - pH: pH value of leachate(sample 1) of the landfill site was 7.4. pH is controlled principally by a series of chemical reactions. The important reaction is the degradation of organic materials to produce carbon dioxide and small amount of ammonia. These dissolve in the leachate to form ammonium ions and carbonic acid. The carbonic acid dissociates with ease to produce hydrogen cations and bicarbonate anions. Which influence the level of pH of the system. Additionally, leachate pH is also influenced by the partial pressure of the generated carbon dioxide gas that is contact with the leachate. pH range of 6.0 to 9.0 appears to provide protection for the life of fresh water fish and bottom dwelling invertebrates. The pH values of the pond and well water samples found to be 8.4 and 7.5. These variations were likely caused by number of factors such as rain water infiltration and dilution effects. Additionally, the influx of contaminants from natural and anthropogenic activities like percolation of solid waste leachates and other land uses can also affect the pH values. However, these pH values were within what would be considered a relatively normal band [6]. When compared with the IS10500 recommended range for pH in drinking water (6.5-8.5) are within the acceptable range. Alkalinity: Alkalinity causes by bicarbonate, Carbonate and Hydroxyl ions. It is important in treatment of waste water: coagulation, softening, evaluating buffering capacity of water. However, for landfill leachate total alkalinity values are often found to be significantly higher than natural EW R G -IISc
  • 5. LAKE 2014: Conference on Conservation and Sustainable Management of Wetland Ecosystems in Western Ghats Date: 13th -15th November 2014 Symposium Web: http://ces.iisc.ernet.in/energy 148Sahyadri Conservation Series 47, ETR 87 waters. This is because of the biochemical decomposition and dissolution process occurs within a landfill and disposal sites. The biodegradation processes of organic matter within the waste mass produce a significant amount of bicarbonate, which represents dissolved carbon dioxide and is also the major components of alkalinity. In this investigation, the Mavallipura leachate sample was found to have significantly high alkalinity values. The high alkalinity observed in this study reflects the level of biodegradation process taking place within the disposal sites. The presence of significant amounts of ash and slag is from the combustion of wood, agricultural residues and peat in Mavallipura landfill sites. These components are known to increase alkalinity in leachtes greatly. Water Sample 2 found to be having high concentration could have effect on health due to the reduced solubility of many heavy metals [7]. It might produce unpleasant odour in the water sample that is be unacceptable for many users [8]. The high alkalinity values observed in this study, therefore, imply that the groundwater is contaminated. Conductivity and Total dissolved solids: These parameters are generally influenced by the total amount of dissolved organic and inorganic materials present in the solution, and are used to demonstrate the degree of salinity and mineral contents of leachate. Total mineral content further reflects the strength and overall pollutant load of the leachate. The salt content in the leachate is due to presence of potassium, sodium, chloride, nitrate, sulphate and ammonia salts. The leachate sample seems to be having high values (EC=4210µS/cm) as a consequence of degradation of organic matter. When sample 2 and sample 3 are compared with the IS10500, recommended range for conductivity and TDS in drinking water found to be in unacceptable range. Major anions: The level of inorganic elements present in leachate is dependent principally on the ease of leaching the inorganic constituents present in the municipal solid waste materials and the stabilization process in the landfill. In this investigation, Mavallipura landfill leachate sample was found to have considerably high concentrations of all the major anions like chlorides, nitrates, sulphate as reflected in concentration of chloride is highest, while sulphate concentration is the lowest. The high chloride content in the leachate sample reflects the significant presence of soluble salts in the municipal solid waste materials of the study area. The high chloride content in Mavallipura landfill leachate sample is attributed to the large amount of sewage, agricultural and other animal waste deposited in the site. Prior to anaerobic activity sulphate is converted to sulphide and metal sulphide precipitates in leachate sample. Sulphate in landfill leachate is sourced primilarly from the decomposition of organic matter, soluble waste, such as construction wastes or ash, synthetic detergents and inert waste, such dredged river sediments. Nitrates represent the most oxidized form of nitrogen found in natural system. It is often regarded as an unambiguous indicator of domestic and agricultural pollution. In leachate sample it is formed primarily as a result of oxidation of ammonium to nitrite and subsequently, to nitrates by nitrification process. Sample 2 and Sample 3 are within the acceptable range when compare with the IS10500 recommended in drinking water. Major Cations: The constituents Calcium, Magnesium, Sodium and Potassium are considered generally to be major cations typically present in leachate. Derived from the waste material through mass transfer processes, concentration of these cations in leachate is specific to the composition of EW R G -IISc
  • 6. LAKE 2014: Conference on Conservation and Sustainable Management of Wetland Ecosystems in Western Ghats Date: 13th -15th November 2014 Symposium Web: http://ces.iisc.ernet.in/energy 149Sahyadri Conservation Series 47, ETR 87 the waste mass and the prevailing phase of stabilization in the landfill [9]. In leachates, these are sourced usually from the degradation of organic materials and the dissolution of inorganic wastes such as concrete, plaster and tiles. Sodium and potassium are both present at considerably high concentrations in the entire samples of this investigation. The sodium and potassium are not affected significant by microbiological activities within the landfill site. These ions play an important role in plant physiology and are most likely derived from vegetable residues and domestic wastes. Increased concentration of potassium in ground water is often considered as an indicator of leachate pollution [9]. Main source of potassium is due to weathering and erosion of potassium bearing minerals such as feldspar and leaching of fertilizer. It can have adverse health effects from exposure to increased potassium in drinking water .It can cause diseases like kidney failure, heart disease, coronary artery disease, hypertensions, diabetes. Sodium is an essential nutrient and adequate levels of sodium are required for good health. The sodium and potassium are not affected significantly by microbiological activities within the landfill site. Calcium is one of the most common cations found in ground water aquifers, as it dissolves from rocks, such as limestone, marble, calcite, dolomite, gypsum, fluorite and apatite. In addition with magnesium, it is one of the principal cations associated with water hardness [10]. Calcium concentrations were noticeably high in sample 3. When sample 2 was compared with the IS10500 recommended range for sodium and potassium in drinking water are found to be in unacceptable range. BOD and COD: The BOD/COD ratio indicates the age of the waste fill [11]. Also the changes in the amount of biodegrable compounds in the leachate. Any waste water, having its BOD5/COD ratio more than 0.63, can hence, be considered to be quite controlled to biological treatment, since it does not contain non-biodegrable organics [12]. Table 3 Age of waste based on BOD & COD values of leachate [11]. BOD5/COD Age of fill COD ≥ 0.5 Young (< 5yr.) >10,000 0.1-0.5 Medium (5 yr -10yr) 500-10,000 <0.1 Old(>10 yr) <500 Table 3 shows that BOD5 was 1500 mg/l and the value of COD was 10400 mg/l . The ratio of BOD5/COD is 0.144 for Mavallipura landfill. For surface sample BOD5/COD ratio is 0.097(BOD=105mg/L, COD=1080mg/L) and for well sample BOD5/COD ratio is 0.0067 (BOD=3mg/l, COD=440mg/l) respectively. The value of COD and BOD5/COD can characterize the age of the landfill according to the leachate consitutents see (Table 3). Thus, the value of COD and BOD5/COD from Table 3 was compared with Table 2. It shows that the leachate sample in this study was collected from the landfill with the age more than 5 years. The reduction in the BOD/COD value in the case of surface water pond is much higher indicating that the reduction is mainly due to reduction in the BOD value. Even assuming that the surface water pond is only contaminated with the leachate partially to dilution the reduction BOD/COD value shows that it is due EW R G -IISc
  • 7. LAKE 2014: Conference on Conservation and Sustainable Management of Wetland Ecosystems in Western Ghats Date: 13th -15th November 2014 Symposium Web: http://ces.iisc.ernet.in/energy 150Sahyadri Conservation Series 47, ETR 87 to by plant such as algae. As such the surface water pond is characterized not only by smaller BOD and COD values but also by lower BOD/COD ratio. Algae are the population of microscopic single and multiple-celled aquatic plants that live in water. When populations of algal cells multiply, thereby clouding or giving color to a pond, it is called an algal bloom. Algae produce oxygen through photosynthetic action and are the primary source of oxygen in a body of water. Other sources of oxygen include other aquatic plants and oxygen interchange at the air-water interface, especially caused by wind driven wave action. Oxygen is also continuously being removed from the pond. It is removed by respiration of aquatic animals, by the biological oxygen demand (BOD) of organisms such as bacteria that break down non- living organic material, and even by a chemical oxygen demand (COD) caused by chemical processes such as decay of dead plants and animals. The presence of algae for the production of oxygen and as a base resource is essential for any healthy body of water [13]. The growth of algae was observed in water pond in downstream of landfill area which is shown in Fig.5. Fig.6. shows the water sample from the well. Total Phosphorus: Total phosphorus value for leachate was found to be 26.29mg/l. Phosphorus is one of the key elements necessary for growth of plants and animals and is a backbone of the kerb’s cycle and Deoxyribonucleic acid (DNA). Phosphorous transported from agricultural lands to surface water can promote eutrophication, which is one of the leading water quality issues in lakes and reservoirs [14]. The IS10500 has not set any guideline value for total phosphorus in drinking water. Heavy Metals: Heavy metals in the municipal solid waste are due to batteries, consumer electronics, ceramics, light bulbs, paint chips, lead foils such as wine bottle closures, used motor oils, plastics, and some inks and glass can all introduce metal contaminants into the solid waste stream. Concentration of heavy metals in a landfill is generally higher at earlier stages because of higher metal solubility as a result of low pH caused by production of organic acids. It is now recognized that most trace elements are readily fixed and accumulate in soils, and because this process is largely irreversible, repeated applications of amounts in excess of plant needs eventually contaminate a soil and may either render it non- productive or the product unusable. Although plants do take up the trace elements, the uptake is normally so small that this alone cannot be expected to reduce appreciably the trace element [15]. CONCLUSIONS  Leachate sample of Mavallipura landfill has high concentration of organic and inorganic constituents.  The leachate is found to have significantly high salinity and alkalinity as reflected in their values for conductivity, TDS, alkalinity and pH. Hence the leachates were considered to contain significant loads of contaminats to pose threat to the underlying ground water aquifer.  The BOD3/COD ratio suggested that the landfill leachate is medium aged leachate.  Based on the different chemical parameters in landfill and surrounding water bodies shows that the effect of leachate is seen in the nearby water bodies.  There is a tendency of leachate migration to the soil and water resources. This can result in contamination of the soil, surface water and subsurface water resources. The growth of algae in the water bodies is the confirmation of the leachate effect on the water bodies. EW R G -IISc
  • 8. LAKE 2014: Conference on Conservation and Sustainable Management of Wetland Ecosystems in Western Ghats Date: 13th -15th November 2014 Symposium Web: http://ces.iisc.ernet.in/energy 151Sahyadri Conservation Series 47, ETR 87 REFERENCES 1. Asplund, M.(2008). “Algal Biomass Growth as a Step in Purification of Leachate”, Project Microbal Biotechnology 7.5hp Linkopings Universitet, Swedan. 2. Hui, T.S. (2005). “Leachate Treatment by Floating Plants in Constructed Wetland”.Master’s Thesis,Universiti Teknologi Malaysia, Malaysia. 3. Christensen, T.H. and Kjeldsen, P (1995). “Landfill emissions and environmental lll”, Christensen,in SARDINIA 'Fifth Internatioial Landfill Symposium, Proceedings, Volume T.H., Cossu, R., and Stegmann, R., Eds., CISA, Cagliari, Italy,3. 4. Christensen, T.H., Kjeldsen, P., Bjerg, P.L., Jensen, D.L., Christensen, J.B., 16,H.-J., and Heron, G.,(2001) “Biogeochemistry of landfill leachate plumes”, Appl. Geochem., 659-718. 5. APHA (1998), “Standard Methods for Examination of Water and Waste water”, 19th edition, American Public Health Association, Washington, DC. Brock T.D. and Madigan M.T.Biology of Microorganisms. 5th edition.Prentice Hall International inc 641 - 644. 6. Ahmed,k.(2008). “The Kano Physical Environmental”, Available at: http://www.kanostate.net/physical.html. 7. Seither, A.et al.(2012). “The inorganic drinking water quality of some ground water works and regulated wells in Norway”, Geological Survey of Norway. Report no: 2012.073. ISSN 0800-3416. 8. Meenakumari.H.R.(2004). “Groundwater Pollution with special reference to open wells in and around Mysore city, Karnataka state. PhD Thesis. University of Mysore, India. 9. Christensen, T.H., Kjeldsen, P., Bjerg, P.L., Jensen, D.L., Christensen, J.B., 16,H.-J., and Heron, G.,(2001), “Biogeochemistry of landfill leachate plumes” , Appl. Geochem., 659-718 10. Harmsen.J, (1983), “Identification of organic compounds in leachate from a waste tip”, Journal of Water Research, 17(6), 699-705. 11. Hui, T.S. (2005), “Leachate Treatment by Floating Plants in Constructed Wetland “,Master’s Thesis,Universiti Teknologi Malaysia, Malaysia. 12. Navee.B.P, Anil kumar sharma, Sivapualliah. P.V.,Sitharam.T.G.,Ashwath Narayan.M.S (2013), “Characterisitcs of the Leachate from MSW Landfill,Bangalore” , Silver Jubilee Celebrations of Indian Chapter of IGS - International Symposium "Geosynthetics India-2013", 24-25 October, New Delhi, India, pp.139-145. 13. Granet.C, Courant.N, Millot. N, Rousseau and Navarro. N (1986), “Diagnostic detrailabilite dex lixivials: definition d’une methodologie,L’Eau et l’ Industrie. Janvier. 14. U.S. Environmental Protection Agency (USEPA),(2005), Nonpoint Source Control Branch (4503T) 1200 Pennsylvania Avenue, NW Washington, DC 20460. 15. Ahmed.F.A, (2012), Ground water pollution Threats of Solid Waste Disposal in Urban Kano, Nigeria: Evaluation and Protection Strategies, Doctor of Philosophy, The university of Manchester, England. 16. IS: 10500(1992). “Drinking water; drinking water specification,” Bureau of Indian Standards. EW R G -IISc