This document assesses the potential risks of heavy metals from wastewater treatment plants in Srinagar city, Kashmir. It analyzes concentrations of heavy metals like aluminum, iron, zinc, lead, copper, mercury, arsenic, cadmium and chromium in sewage and sludge samples from two wastewater treatment plants that discharge effluent into Dal Lake. The study finds that while heavy metal concentrations are within discharge standards, some physicochemical parameters exceed standards. It concludes that continuous discharge of heavy metals has the potential to build up toxicity and harm the lake ecosystem and public health over time, as the lake is a source of food, water and livelihoods.
2. International Journal of Environmental Science and Technology
1 3
a serious issue among all the stakeholders like operators,
regulators, scientific community and politicians (LeBlanc
et al. 2008). Due to the presence of heavy metals, sludge
is associated with several health risks in humans (Harrison
et al. 1999; Mudho and Kumar 2013), while on the other
hand it is a resource which needs to be exploited to its
best (Rios et al. 2012; Latare et al. 2014; Cantinho et al.
2016). After the biological or chemical stabilization of
sludge it is referred as biosolids (Metcalf 1979) and the
nutrients present in biosolid make it a valuable resource
for use in agriculture (Romanos et al. 2021). It contains
most of the nitrogen derived from excreta, organic matter
and nutrients which upon treatment in a biological WWTP
generates additional organic matter. Wastewater sludge
consists of various nutrients required for plant growth.
It contains 1–8% nitrogen (N), 0.5–5% phosphorus (P)
and < 1% potassium (K) (LeBlanc et al. 2008). Various
other components of sludge like organic matter, micronu-
trients, trace elements and microbes supplement the soil
and improve its properties (Rios et al. 2012; Latare et al.
2014; Riaz et al. 2018a; Cai et al. 2019). Land application
of sludge decreases bulk density, increases water holding
capacity, improves aeration, root penetration and enhances
soil microbial activity (Kukal et al. 2012; Wolna-Maruwka
et al. 2018). Application of sludge in agriculture is being
employed in many countries as an effective method to
deal with its large quantities (Turek et al. 2019; Saha et al.
2017a, b; Zdeb et al. 2020). In India about 38,354 million
liters of sewage and an equivalent amount of sludge is
being generated (Kaur et al. 2012) which despite having
high nutrient potential is disposed mainly through inciner-
ation and land filling (Saha et al. 2017a, b). In China more
than 80% of sludge generated is disposed of via improper
dumping, while remaining is disposed in sanitary landfill
followed by land application (Yang et al. 2015). In con-
trast, European Union (EU) countries utilize around 37%
of sludge generated in agriculture, while in USA the cor-
responding figure is 60% (Olofsson et al. 2012). In Medi-
terranean countries 40% of sludge generated is used as soil
amendment (Milieu 2010). However, land application of
sludge is associated with certain ill effects. Contamination
of soil with pathogens, harmful organic compounds and
dispersal of heavy metals from sludge into soil, water and
air (Przewrocki et al. 2004; Kapanen 2013) restricts its use
as fertilizer (Riaz et al. 2020). Elevated level of heavy met-
als is harmful to living organisms (Chipasa 2003). Various
metals being non-biodegradable accumulate in water and
soil from where they enter food chain and bioconcentrate
in living organisms, thereby affecting public health (Zhang
et al. 2017; Liu et al. 2018; Riaz et al. 2018b). Humans
are exposed to these contaminants through several routes
like dermal, ingestion and inhalation (Cabral Pinto et al.
2017; Lu et al. 2011; Khalili et al. 2019) which initiates
several health risks in them (Karim and Qureshi 2013;
Guo et al. 2012).
Urban wastewater containing heavy metals is considered
as an important source of water as well as soil pollution (da
Silva et al. 2007), and their distribution to various environ-
mental compartments, especially aquatic ecosystems, has
put a great deal of pressure on the self-purifying capacity
of water bodies (Susarla et al. 2002). Heavy metals com-
prise one of the most toxic pollutants in aquatic ecosystems
(Aguilar et al. 2020) due to the detrimental impacts they
display in aquatic biota (Ashraj 2005; Cruz-guzmán et al.
2006; Vosyliene and Jankaite 2006; Farombi et al. 2007).
Adverse effects of heavy metals are well documented, and
lately humans have been exposed toward them, especially
in developing countries (Duruibe et al. 2007; Jaishankar
et al. 2014; Tchounwou et al. 2012; Akoto et al. 2019).
Apart from their impacts on living organisms, higher lev-
els of heavy metal in wastewater inhibit microbial activity
effecting wastewater treatment processes like nitrification,
denitrification (Braam and Klapwijk 1981; Waara 1992) and
increase in its treatment cost (Akpor et al. 2014).
Contamination of lakes due to heavy metals is an emerg-
ing environmental problem due to which several lakes like
Shahpura Lake, India; Lake Erie, North America; Lake
Taihu, China; and Lake Manzala, Egypt, have been effected.
Inland waters in Kashmir ranging from wetlands to lakes
and reservoirs offer various ecosystem services including a
source of water for irrigation and drinking purposes for the
entire population (Yaseen and Bhat 2021). Lakes in Kash-
mir have witnessed tremendous anthropogenic pressures
from various sources like urbanization (Rashid et al. 2017),
entry of untreated sewage (Parvaiz and Bhat 2014; Dar et al.
2020a), eutrophication (Romshoo and Muslim 2011; Dar
et al. 2020a), catchment scale land use changes (Rather
et al. 2016; Dar et al. 2020b), sediment load (Rashid and
Aneaus 2019) which deteriorates their water quality (Vass
1980; Najar and Khan 2012; Bhat and Pandit 2014) and
adversely impacts aquatic life (Khan et al. 2004; Zutshi and
Gopal 2000). However, recent reports on heavy metal con-
centration from water and macrophytes (Ahmad et al. 2014,
2016; Showqi et al. 2018) from the region have generated
a concern despite Srinagar city being outside the contours
of industrialization. Since most of the WWTPs for munici-
pal sewage treatment processes are not designed to remove
heavy metals which can cause secondary environmental
pollution (Cantinho et al. 2016), sewage treatment plants
(STP’s) located in Srinagar city discharge their effluents into
Dal Lake, while the sludge generated is being dumped at a
landfill site located close to the foreshore road surrounding
the lake (Figs. 1, 2). Occasionally the sludge is also dumped
along the banks of the lake damaging its aesthetic value
(Lone et al. 2013). Water quality is being a prerequisite for
sustainable water and sanitation in Sustainable Development
3. International Journal of Environmental Science and Technology
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Goal (SDG) no. 6 and is also equally important for many
other SDGs related to health, food security and biodiversity.
Growing population, urbanization and change in lifestyle
have resulted in increase in the quality as well as volume
of sewage in the cities, thereby having a potential to trigger
nutrient and biological hazards in aquatic systems (Gupta
et al. 2018). The opinion of considering STP’s as ‘end-of
pipe solution’ has changed, and now it is viewed as a flex-
ible treatment system that can provide opportunity of water,
nutrients and energy reuse (Iacovidou et al. 2012). Many
countries have passed legislation regarding use of biosolids
in agriculture which is no longer regarded as waste (Chris-
todoulou and Stamatelatou 2016). Sewage generation of
Srinagar city is estimated to be 170MLD against which the
installed treatment capacity is only 54.2MLD leaving a defi-
cit of about 116 MLD unattended (Qayoom et al. 2020). This
emerging scenario if allowed to remain for a longer period of
time is surely going to change the lake characteristics which
will defeat the purpose of having STPs around Dal Lake.
This is partly due to lack of adequate treatment capacity and
partly due to the efficiency issues of already installed STPs.
In this scenario it was thought worthwhile to conduct the
present study in order to evaluate the heavy metal content in
sewage as well as sludge generated from two WWTPs based
on FAB (fluidized aerobic bioreactor) and SBR (sequential
batch reactor) technologies in Srinagar city. As the receiving
water body, i.e., Dal Lake, is a source of food and water for
a large proportion of local population, this study will offer
some insights on the efficiency of the STPs and also the haz-
ards associated with heavy metal which has every potential
to change the lake ecology.
Materials and methods
Description of study area
The study was conducted at Hazratbal
(34 °08ʹ06ʺN–74 °50ʹ29ʺE) and Nallah Amir Khan (34°06
ʹ49.4ʺN–074 °49ʹ36.4ʺ) STP’s based on FAB (7.5 MLD)
Fig. 1 Location of various STP’s and landfill site around Dal Lake in Kashmir Valley
4. International Journal of Environmental Science and Technology
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and SBR (5.4MLD) technologies, respectively. Sludge gen-
erated during wastewater treatment in these STP’s is col-
lected with the help of sludge sumps and directed toward
sludge thickeners which increase its consistency. Dewater-
ing polyelectrolyte (DWP) is also added which removes
excess water from sludge after which it is disposed in the
landfill site. These STPs have been commissioned around
Dal Lake with an aim to treat the sewage generated within
the city prior to its subsequent discharge into the lake. Dal
Lake (34°5ʹ–34°9 ʹ N and 74°49ʹ–74°53ʹ E) is an urban lake
located in the northeast of Srinagar with an area of about
24 km2
(Rashid et al. 2017). Being one of the most well-
recognized tourist spot throughout the world, Dal Lake is
very popular due to the presence of houseboats and shikara
boats within the lake. For nearly a century these houseboats
have attracted the attention of millions of tourists through-
out the world (Yousuf and Ali 2018). These houseboats act
merely as hotels for many tourists who reside in them, while
many others prefer to enjoy shikar ride in the lake. Tourist
inflow to the lake is quite large and a source of revenue for
the state as well as local population. Besides, many ecosys-
tem services like vegetables, fish, drinking water, livelihood,
recreation, culture value and aesthetics are obtained from the
lake (Kawoosa 2017; Nengroo et al. 2017; Khanday et al.
2018; Dar et al. 2020c). Thus the lake has great socioeco-
nomic importance for the people of Srinagar city.
Sampling and analysis
Samples were collected over a period of two years, once
during the summer of 2017 and once during winter of 2018.
Sampling of sewage was done at the inlet and outlet of both
the STP’s in clean plastic bottles while sludge samples were
collected in clean polyethylene bags and brought to the labo-
ratory for further analysis. Acid digestion of sludge was done
using the method given in USEPA (2012). Sludge samples
were air-dried and crushed using mortar and pestle to obtain
smaller fractions which were sieved using a mesh size of
2 mm. The process of crushing and sieving was repeated
until fine powder of sludge was obtained and larger impuri-
ties like pebbles, etc., were separated. For acid digestion 1
gm of powdered sludge was added with 10 ml of 1:1
HNO3
and refluxed (10–15 min) at 95 °C. After cooling 5 ml of
concentrated HNO3 was added and refluxed (30 min) till no
brown fumes were generated. Heating was continued (2 h)
and prior to cooling the samples were added with 2 ml water
and 3 ml of 30%
H2O2 which was kept adding in 1 ml of
aliquots upto a maximum of 10 ml, and again sample was
heated (2 h). After peroxide digestion samples were cooled
and 10 ml of HCl was added to them and heated slowly
(15 min). Digested samples after cooling were filter through
a 0.45-µm filter, transferred to a volumetric flask and raised
to 50 ml with deionized water. Acid digestion of sewage was
done as per nitric acid-sulfuric acid digestion method given
in APHA (2005). To 50 ml of sewage sample, 5 ml of conc.
HNO3 was added and slowly boiled on a hot plate till it was
evaporated to 15–20 ml. After this 5 ml conc.
HNO3 and
10 ml conc.
H2SO4 were added, cooling the flask between
additions. Evaporation was continued till dense white fumes
of SO3 started appearing and solution became clear. The
samples were cooled and raised upto 50 ml with deionized
water. For calibration, working standards of the metals to be
analyzed were prepared freshly by diluting the stock solu-
tion. For quality control, blank and replicates were used in
order to assess the precision and bias during the analysis.
Metals like cadmium (Cd), iron (Fe), lead (Pb), zinc (Zn),
Fig. 2 a–c Landfill site near foreshore road around Dal Lake in Srina-
gar city of Kashmir
5. International Journal of Environmental Science and Technology
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chromium (Cr), aluminum (Al) and copper (Cu) were ana-
lyzed on flame mode, while mercury (Hg) and arsenic (As)
were analyzed on graphite mode using Atomic Absorption
Spectrophotometer (AAS-800) PerkinElmer, USA.
Physico-chemical parameters of sewage were analyzed
monthly for a period of one year from June 2017 to May
2018, and analysis was carried out as per the standard meth-
ods given in APHA (2005). In situ measurements of water
temperature (WT), pH, conductivity (EC), total dissolved
solids (TDS) were carried out with a multi-parameter probe
(Eutech PCSTEST35-01 × 441,506) calibrated with stand-
ard solutions. Turbidity was determined by microprocessor
turbidity meter (Labtronics). Physico-chemical parameters
that were analyzed by titrimetric method included: total
alkalinity (TA)–phenolphthalein, chloride
(Cl−
)–argento-
metric, free carbon dioxide (FCD)–titrimetric, total hard-
ness (TH), calcium hardness (CaH) and magnesium hardness
(MgH)–EDTA titrimetric and dissolved oxygen (DO)–Win-
kler Azide modification. The parameters that were ana-
lyzed spectrophotometrically using Motras Scientific, UV
Visible Spectrophotometer, include: ammonical nitrogen
(NH3-N)–phenate method, nitrite nitrogen
(NO2-N)–sul-
fanilamide, nitrate nitrogen
(NO3-N)–salicylate method,
total phosphorus (TP) and ortho phosphate phosphorus
(PO4
2—
P)–ascorbic acid method, sulfate
(SO4
−2
)–turbi-
dimetric method, silicate–molybdosilicate and total iron
(Fe)–phenanthroline method, chemical oxygen demand
(COD) was determined by open reflux method, while
CBOD5 (carbonaceous biochemical oxygen demand) was
determined by five-day incubation method. Univariate (cor-
relation matrix and one-way ANOVA) statistical analysis
was performed on the data using statistical software Minitab
18, and multivariate statistical technique, i.e., PCA (princi-
pal component analysis), was carried out using R software
(R Core Team 2013).
Health risk assessment (HRA)
HRA was used to estimate potential health risks caused by
contaminants present in environment (Mckenzie et al. 2012)
using risk assessment methods given by USEPA (1989,
2001). In order to estimate the exposure of humans toward
the containments (USEPA 1997) average daily dose (ADD)
via inhalation, ingestion and dermal pathways were calcu-
lated using the following equations:
ADD (ingest) =
C × IRingest × EF × ED
BW × AT
× CF
ADD(inhale) =
C × InhR × EF × ED
PWF × BW × AT
× CF
The values of various parameters used in the above
equations are given in Table 1
Non-carcinogenic (Cu, Zn, Hg, Pb and Cr) risk of indi-
vidual heavy metals was computed by means of hazard
quotient (HQ), while cumulative non-carcinogenic risk of
all heavy metals via all pathways was expressed as haz-
ard index (HI) (Li et al. 2014; Arnous and Hassan 2015;
Praveena et al. 2015; Pan et al. 2016) using the following
equations:
where reference dose values (RfD mg.
kg−1
.d−1
), i.e., maxi-
mum acceptable concentration of heavy metals which pos-
sess no harm on human health, are: 0.004 (Cu), 0.300 (Zn),
0.0001 (Hg), 0.038 (Pb) and 0.005 (Cr) (USEPA 2002).
Carcinogenic risk (CR) of As and Cd (Li et al. 2014;
Yang et al. 2014a, b) was calculated using the following
equation:
where slope factor (SF kg.d.mg−1
) is the dose at which
humans could get cancer and its values for As and Cd are
1.5 and 6.1, respectively (USEPA 2002).
ADD (dermal) =
C × SA × AFsi ABS × EF × ED
BW × AT
× CF
HQ =
ADD
RfD
HI
∑
HQ
CR = ADD × SF
Table 1 Parameters and their values used for estimation of ADD via
ingestion, inhalation and dermal route (USEPA 2002)
Parameter Symbol Unit Value
Mean concentration of
heavy metals in the
sludge sample
C mg kg−1
–
Ingestion rate of heavy
metals
IRingest mg/day 100 (adults)
Exposure frequency EF days year−1
350
Exposure duration ED years 24 (adults)
Average body weight BW kg 62.65
Average time AT days 8760 non-cancer
25,550 for cancer
Conversion factor CF kg/mg 1 × 10−6
Inhalation rate of heavy
metals
InhR m3
. day−1
20m3
.day−1
(adults)
Particle emission factor PEF m3
.kg−1
1.36 × 109
m3
/kg
Surface area of the skin SA cm2
/event 5700
Skin adherence factor AFsoil mg/cm2
0.07
Dermal absorption
factor
ABS mg/cm2
0.001 (non-cancer)
0.03 (for cancer)
6. International Journal of Environmental Science and Technology
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Results and discussion
Sewage and sludge
Among various heavy metals found in sewage As, Cd,
Cr, Cu, Hg, Pb and Zn are considered potentially toxic.
Their high concentration can cause acute or chronic health
effects in humans and carcinogenicity, bioaccumulation
and phytotoxicity in plants (EC 2001). Fe reported high-
est concentration in sewage due to its extensive use in
several household substances like food contents, food col-
oring agents, iron and steel products, pipes, paints and
cosmetic items (Tjadraatmadja and Diaper 2006 and Riaz
et al. 2020) besides combined sewer systems receive run-
off containing Fe as one of the abundant elements in the
environment (Lester 1987). Pb appeared second highest
after Fe resulting from old pipelines of water and sewer-
age conducts (Meinzinger and Oldenburg 2009). This was
followed by Al which was contributed mainly from food
additives, drinking water, aluminum foil, aluminum cook-
ware, cans and ceramics (Baby et al. 2010). In addition to
this, Al in the present study is derived from the use of poly
aluminum chloride (PAC) meant for phosphorus removal
during wastewater treatment. Approximately 40 kg of PAC
is added to the wastewater per day which becomes a sig-
nificant source of Al in the receiving water body. Al is
considered as extremely toxic metal for plants, animals
and humans. Several toxic metals like Pb, Al, Cu, Hg and
As are linked to major neurological diseases in humans
like Parkinson’s disease and Alzheimer’s disease (Gorell
et al. 1999; Ashok et al. 2015; Cabral Pinto et al. 2015;
Ahlskog 2016). Exposure toward Al has been found to be
responsible for brain aging (Bondy 2014). High concentra-
tion of Al in the lake can result in osmoregulatory failure
in aquatic animals like fishes (Rosseland et al. 1990). It
has the potential to bind with fish gills causing several
kinds of diseases, suffocation and ultimately death (Exley
et al. 1991), change in blood plasma levels and decrease in
nutrient intake at gills (Nilsen et al. 2010). Heavy metals
tend to accumulate more in the sediments as compared
to water column (Tuikka et al. 2011). More than 90% of
heavy metals in aquatic environment are being retained by
suspended solids and sediments (Zahra et al. 2014). More
residence time of water in lakes results in the accumula-
tion of heavy metals in biota (Yang et al. 2018), while a
significant portion finds its way into the sediments (Varol
2011). Cd and Cr are added to wastewater from household
cleaning agents, feces, food products, washing of metal-
lic utensils and stainless steel (Sorme and Lagerkvist
2002; Van de Velden et al. 2008 and Houhou et al. 2009).
Besides washing powders and detergents use phosphates as
softeners containing Cd as an impurity (Comber and Gunn
1996; Jenkins 1998). Similarly, tap water, food, detergents,
personal care products and plumbing are the main sources
of Cu and Zn in WWTP (Ustun 2009; Houhou et al. 2009
and Rule et al. 2006). Hg was present in less concentration
and its source in wastewater is thermostats, thermometers
and dental amalgam (Omura et al. 1996; O Brien 2001 and
Baby et al. 2010). Least concentration was recorded by As
which is added from medicines, glass, washing products,
paints and pigments (Jenkins and Russell 1994; Thornton
2001; Tjadraatmadja and Diaper 2006 and Ismail et al.
2013). Heavy metals like Cd, Pb and Hg are found to be
more toxic toward humans and animals, while Cu and Zn
manifest there harmful effects more in plants (Latosinska
et al. 2021). Prolonged exposure toward As, Cd and Pb can
cause several forms of cancer (Zhou 2015), developmen-
tal and neurological disorders in humans (Iwegbue et al.
2016; Massadeh et al. 2017). Long-term exposure to Cu
can lead to lung cancer (Luo et al. 2019; Ren et al. 2019),
while Cr can cause gastrointestinal disorders and even
death (Janus and Krajnc 1990). Hg has carcinogenic and
neurotoxic properties with ability to accumulate in living
organisms which gradually increase in food web (Watras et
al. 1998; Jardine et al. 2013). Cd is ubiquitous and persis-
tent in environment (García-Esquinas et al. 2020) which
has been recognized as a carcinogen with several health
risk (Wallace and Djordjevic 2020). Heavy metals being
high-risk pollutants have detrimental impacts on human
health (Tan et al. 2020). Several studies suggest that they
contribute in carcinogenesis by inducing tumors (Wallace
and Djordjevic 2020). Due to the absence of industries in
the region low concentration of heavy metals was observed
which was contributed entirely from the domestic sources
(Aonghusa and Gray 2002; Rule et al. 2006; Sun et al.
2009; Cheng et al. 2014). Concentration of metals in the
influent of FAB and SBR followed the order: Fe > Pb >
Al > Cd > Cr > Zn > Cu > Hg > As. ANOVA displayed
insignificant variation in the concentration of heavy met-
als (sewage and sludge) between both the seasons. While
most of the heavy metals displayed insignificant reduc-
tion between raw and effluent, significant reduction was
recorded in case of Zn due to its absorption on oxides,
organics and residual portion (Brummer 1986), resulting
in its reduction from the effluent. Significant reduction in
the concentration of Fe and Cu in the effluent was due to
their use by microorganisms for carrying out their activi-
ties and functions (Chanpiwat 2008) (Table 2).
Removal of metals from the wastewater is mostly
because of their partitioning with the solid phase during
treatment which retains a significant portion of metals
entering the waste stream (Cantinho et al. 2016). Among
various metals studied Al accumulated highest in sludge,
while Hg and As accumulated least (Fig. 3). The use of
7. International Journal of Environmental Science and Technology
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PAC in WWTP’s yield sludge rich in Al referred as poly
aluminum water treatment sludge. Although concentration
of Zn was low in sewage, it accumulated in considerable
amount in sludge due to its occlusion and co-precipitation
along with Fe and Al (Rosazlin et al. 2007; Riaz et al.
2020). Moreover, Zn remains absorbed on oxides, organ-
ics and residual portion (Brummer 1986), resulting in its
increased retention in sludge. Similarly, Cu was present
in less concentration in sewage, but due to its affinity with
organic matter (Kabata-Pendias and Pendias, 2002) it
accumulated in considerable amount in sludge. Several
researchers have found it mainly associated with organic
fraction (Kabata-Pendias and Pendias 2002; Rosazlin et al.
2007; Hanay et al. 2008). Pb was second highest metal
present in sewage but accumulated least in sludge due to
the presence of insoluble salts like phosphates resulting
in its immobility (Walker 2003). Besides pH also governs
its distribution in various sections of sewage and sludge
(Sungur et al. 2015). Concentration of various metals in
sludge followed the order: Al > Fe > Zn > Cu > Cr > Pb
> Cd > As = Hg. A similar trend of heavy metals in the
sludge was reported by Tella et al. (2013) and Cheng et al.
(2014). A comparison of our results with studies carried
out in different parts of the world (Table 3) revealed high
concentrations of Cd, As and Hg in the sludge of other
countries as compared to the values obtained in our study.
Concentration of Pb, Cu, Zn and Cr in our study was rela-
tively similar with the values reported in other parts of the
world. Overall, heavy metal concentration varied across
the world due to differences in the characteristics of waste-
water. Among heavy metals Cd, As and Hg are considered
as most toxic metals, and their low values in the present
study are an indication of relatively safe sludge with least
harm on humans or environment.
Physico‑chemical parameters
Analysis of various physico-chemical parameters in the
wastewater provided information regarding the quality of
the effluent produced within the WWTP’s which finds its
way into the Dal Lake. ANOVA of physico-chemical param-
eters revealed significant variation (P < 0.05) in pH, TDS,
TSS, salinity, TA, TH, CH, DO,
CBOD5, COD,
NH3-N, TP
and silicate during treatment. Parameters like TSS, BOD,
NH3-N and TP which are of paramount importance with
regard to the health of receiving water body were exceeding
the discharge standards meant for effluent disposal (Table 4).
High concentration of TSS in the effluent results in several
direct and indirect effects like reduced sunlight penetration,
harmful effects on fish and toxicity from contaminants which
remain adhered to particles (Horner et al. 1994). DO is an
important parameter which indicates health of the water
body. Oxygen demanding wastes deteriorate DO levels in
the receiving water body which effect water quality as well
as biodiversity (Suthar et al. 2010). Further, concentration
of NO3-N in the effluent (FAB, 0.12 mg/l; SBR, 0.22 mg/l)
was higher in comparison with raw (P > 0.05) due to the pro-
cess of nitrification taking place within the treatment facility,
whereby NH3-N is oxidized to
NO3-N (Tallec et al. 2006).
NH3-N and
NO3-N are principal forms of nitrogen (Hurse
and Connor 1999), and in the presence of oxygen
NH3-N is
converted into
NO3-N creating low dissolved oxygen condi-
tions in surface waters (Kurosu 2001; Sabalowsky 1999).
Besides NH3-N is considered toxic for fish and other forms
of aquatic life (CDC, 2002). Phosphorus being an essential
Table 2 Results of ANOVA in FAB and SBR
Values in italics indicates significance; ns indicates non-significant
FAB
Heavy metal Cd Cu Cr Zn Fe Pb Al Hg As
F 8.34 33.92 0.51 1 69.47 1.43 0.98 12.90 0.91
P value 0.10 ns 0.02 0.54 ns 0.42 ns 0.01 0.35 ns 0.42 ns 0.070 ns 0.44 ns
SBR
F 3.42 0.38 0.45 88.36 5.83 9.98 3.24 0.46 0.17
P value 0.206 ns 0.59 ns 0.57 ns 0.01 0.13 ns 0.08 ns 0.21 ns 0.56 ns 0.72 ns
Results of seasonal variation
FAB SBR
Sewage Sludge Sewage Sludge
F 0.23 0.02 0.07 0.03
P value 0.63 ns 0.88 ns 0.79 ns 0.86 ns
8. International Journal of Environmental Science and Technology
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Fig. 3 a–j Concentration of heavy metals at inlet and outlet of both STP’s during summer of 2017 and winter of 2018
9. International Journal of Environmental Science and Technology
1 3
constituent of living organisms remains in balance under
natural conditions. Many problems like eutrophication occur
when input of phosphorus is higher than the required amount
which living organisms can assimilate (Rybicki 1997).
NO3-N along with phosphorus are referred as nutrients
which are linked with the process of eutrophication which
is known to occur in inland water bodies. Extensive algal
growth (Department of Natural Science 2006), destabilized
Table 3 Concentration of heavy metals in sludge of various countries of the world
Cd Pb Cu Zn Cr Ni Mn As Hg
Present study 0.55 37 346 1674 65 – – 0.14 0.151
Pakistan 1.88 61.31 – – 3150.1 – – 8.11 – Riaz et al. 2020
Italy 1.357 70.69 456.6 1260.8 39.58 31.21 – – 0.58 Rizzardini et al. 2014
Iran 4.1 169 330 1908 213 110 – – – Nafez et al. 2015
Portugal 1.0 < 5.6 140.8 757.2 < 5.6 22.6 – – < 1.3 Alvarenga et al. 2015
Brazil 1.6 26.3 202 690 260 54.6 – – – Moretti et al. 2016
Egypt 4.0 750.0 538.0 1204.0 – 81.0 – – – Ashmawy et al. 2012
Japan 73.02 122.14 415.00 750.65 150.18 638.56 – – – Shi et al. 2013
France 0.60 19.7 149 548 27.6 26.4 – – – Tella et al. 2013
Poland 3.5 167.8 216.4 1477.6 44.5 23.5 – – 0.8 Tüfenkçi et al. 2006
Turkey 0.55 – 198 860 30.6 38.5 390 – – Latare et al.2014
Spain – 26.44 – 544.01 24.10 8.04 – – – Hernández–Sánchez et al. 2017
China 3.88 112.2 499.1 2088 259.2 166.9 – 25.23 3.18 Yang et al. 2014a, b
Venezuela 6.8 304.29 226.01 1474.79 72.81 76.46 – – – Garcia et al. 2006
Tunisia 3.3 325 278 410 52 44 – – – Achiba et al. 2009
Greece 1.2 191 599 729 134 – – – – Manios et al. 2003
Austria 0.82 38.3 166 683 30.6 25.6 – – – Sager 2007
India 16 340.5 1434.5 2164 – 168 – – – Kandpal et al. 2004
Malaysia 8 10 80 200 500 – – – – Haroun et al. 2009
Table 4 Mean values of various physico-chemical parameters in raw and treated effluent during June 2017 to May 2018 along with statistical
analysis
FAB P value SBR P value Discharge
standards
Raw Treated Raw Treated
pH 6.63 ± 0.32 7.26 ± 0.26 0.000 6.99 ± 0.34 7.21 ± 0.34 0.000 5–9
EC ( µScm−1
) 806.33 ± 83.73 751.33 ± 84.84 0.08 ns 1004.50 ± 97.73 978.58 ± 91.65 0.18 ns –
TDS (mg/l) 595.08 ± 62.57 547.00 ± 63.31 0.011 736.67 ± 71.59 714.67 ± 70.59 0.208 ns –
TSS (mg/l) 468.83 ± 69.13 245.58 ± 63.97 0.000 364.92 ± 118.71 163.92 ± 69.40 0.000 100
Salinity (mg/l) 375.92 ± 53.40 331.58 ± 51.22 0.018 505.75 ± 43.40 485.67 ± 46.33 0.227 ns –
Cl (mg/l) 44.33 ± 11.80 37.58 ± 13.17 0.456 ns 55.67 ± 16.07 50.25 ± 16.37 0.265 ns –
TA (mg/l) 29.25 ± 3.62 23.92 ± 4.83 0.000 35.17 ± 3.74 31.00 ± 1.35 0.000 –
TH (mg/l) 279.53 ± 47.85 245.32 ± 37.56 0.001 357.07 ± 62.25 336.28 ± 59.02 0.087 ns –
CH (mg/l) 140.70 ± 33.39 115.59 ± 31.95 0.018 160.37 ± 35.80 141.80 ± 34.14 0.064 ns –
MH (mg/l) 141.43 ± 47.80 125.45 ± 41.16 0.747 ns 196.81 ± 50.93 182.78 ± 50.59 0.506 ns –
DO (mg/l) 0.13 ± 0.46 3.79 ± 0.85 0.00 0.00 4.31 ± 1.31 0.00 –
CBOD5 (mg/l) 118.75 ± 5.59 52.33 ± 13.81 0.000 120.75 ± 6.66 48.58 ± 6.05 0.000 40
COD (mgO2/l) 156.67 ± 16.70 109.17 ± 14.43 0.000 146.67 ± 14.35 110.00 ± 18.59 0.000 120
NH3–N (mg/l) 4.14 ± 0.62 1.83 ± 0.90 0.000 3.76 ± 0.91 2.58 ± 0.80 0.000 1
NO3–N (mg/l) 0.12 ± 0.04 0.12 ± 0.07 0.625 ns 0.17 ± 0.05 0.22 ± 0.06 0.381 ns 10
TP (mg/l) 3.13 ± 0.66 1.66 ± 0.46 0.000 2.49 ± 0.88 1.92 ± 0.79 0.040 1
SO4
−2
(mg/l) 237.09 ± 51.47 189.77 ± 53.90 0.023 251.33 ± 79.36 231.21 ± 82.15 0.405 ns –
Silicate (mg/l) 23.43 ± 3.21 14.18 ± 2.33 0.000 21.73 ± 2.81 17.51 ± 3.43 0.000 –
10. International Journal of Environmental Science and Technology
1 3
aquatic ecosystem (Morrison et al. 2001), change in physical
and chemical properties of water (Indira and Sivaji, 2006;
Krishnan et al. 2007a, b), creation of de-oxygenated dead
zones (Corcoran et al. 2010), deterioration of economic ser-
vices and impairing of aesthetic values (Igbinosa and Okoh
2009) are some of the hazards of disposing partially treated
sewage in water bodies.
Health risk assessment
Results of ADD intake of heavy metals via ingestion, inhala-
tion and dermal routes along with the values of non-carci-
nogenic and carcinogenic risk are presented in Tables 5 and
6. HQ and HI are an indication of non-carcinogenic risk
or chronic toxicity due to exposure to heavy metals (Duan
et al. 2017). Values > 1 indicate chances of non-carcinogenic
effect on humans, while values < 1 are an indication of safer
levels. However, our findings revealed that the heavy metals
in sludge of FAB and SBR do not pose any non-carcinogenic
risk to the human health since the values of HQ and HI
were < 1. Similarly carcinogenic risk depicts the possibility
of individual to develop cancer over a lifetime due to expo-
sure to some cancer-inducing substances (EPA 2016). For
a single metal the range for CR set by EPA is 1 ×
10–4
to
1 × 10–6
. Values < 1 × 10–6
depict inconsequential cancer
risk, while values > 1 × 10–4
are considered unacceptable and
none of the sludge samples from the STP’s were exceeding
the set standard. The acceptable level for sum of all heavy
metals via all exposure pathways is 1 ×
10–5
which was not
surpassed by any of the two heavy metals, i.e., Cd and As
in FAB (4.63 × 10–6
) as well as SBR (3.79 ×
10–6
). Several
studies suggest that some heavy metals are carcinogenic or
contribute in carcinogenesis by inducing tumors (Wallace
and Djordjevic 2020). Prolonged exposure to heavy metals
like As and Cd causes several forms of cancer (Zhou 2015)
including skin cancer (Tseng et al. 1968), lung cancer (Obiri
et al. 2010), developmental and neurological disorders in
humans (Iwegbue et al. 2016; Massadeh et al. 2017). Cd
is ubiquitous (García-Esquinas et al. 2020) and persistent
in environment which has been recognized as a carcinogen
with several health risks (Wallace and Djordjevic 2020;
Kumar et al. 2021b). Prolonged exposure of humans toward
Table 5 ADD values of heavy
metals in sludge
FAB HQ dermal SBR HQ dermal
ADD ingest ADD inhale ADD ingest ADD inhale
Cu 5.77 × 10–4
8.48 × 10–14
0.2 × 10–5
4.82 × 10–4
7 × 10–14
0.1 × 10–5
Cr 1.06 × 10–4
1.55 × 10–14
0.04 × 10–4
9.5 × 10–5
1.3 × 10–14
0.03 × 10–4
Zn 2.6 × 10–3
3.83 × 10–13
1 × 10–5
2.51 × 10–3
3.6 × 10–13
1 × 10–5
Fe 6.06 × 10–3
8.91 × 10–13
2.4 × 10–5
6.51 × 10–3
9.5 × 10–13
2.5 × 10–5
Pb 5.7 × 10–5
0.8 × 10–14
0.02 × 10–4
5.6 × 10–5
0.8 × 10–14
0.02 × 10–4
Al 6.18 × 10–3
9.09 × 10–13
2.4 × 10–5
6.51 × 10–3
9.5 × 10–13
2.5 × 10–5
Hg 2 × 10–7
2 × 10–8
8 × 10–9
2.6 × 10–7
3 × 10–8
1 × 10–9
As 7 × 10–8
1.1 × 10–8
9 × 10–9
6 × 10–8
1 × 10–8
8 × 10–9
Cd 6.5 × 10–7
5 × 10–8
4 × 10–8
4.5 × 10–7
3 × 10–8
2 × 10–8
Table 6 Values of non-carcinogenic and carcinogenic risk of heavy metals
FAB SBR
HQ ingest HQ inhale HQ dermal HI HQ ingest HQ inhale HQ dermal HI
Cu 1.44 × 10–1
2.12 × 10–11
1.6 × 10–4
1.44 × 10–1
1.2 × 10–1
1.7 × 10–11
0.8 × 10–4
1.2 × 10–1
Cr 2.12 × 10–2
3.10 × 10–12
5.33 × 10–2
7.45 × 10–2
1.9 × 10–2
2.6 × 10–12
4 × 10–1
4.19 × 10–1
Zn 0.8 × 10–2
1.2 × 10–12
– 8 × 10–3
0.8 × 10–2
1.2 × 10–12
– 8 × 10–3
Pb 1.5 × 10–3
2.1 × 10–13
3.8 × 10–3
5.3 × 10–3
1.4 × 10–3
2.1 × 10–13
3.8 × 10–3
5.2 × 10–3
Hg 2.0 × 10–3
2.0 × 10–4
2.6 × 10–5
2.22 × 10–3
2.6 × 10–3
3.0 × 10–4
3.3 × 10–6
2.9 × 10–3
HI 2.34 × 10–1
5.55 × 10–1
FAB SBR
RISK ingest RISK inhale RISK dermal CR RISK ingest RISK inhale RISK dermal CR
Cd 3.96 × 10–6
3.05 × 10–7
2.44 × 10–7
4.5 × 10–6
2.74 × 10–6
1.83 × 10–7
1.22 × 10–7
3.04 × 10–6
As 1.05 × 10–7
1.65 × 10–8
1.35 × 10–8
1.35 × 10–7
6.75 × 10–7
4.5 × 10–8
3 × 10–8
7.5 × 10–7
CR 4.63 × 10–6
3.79 × 10–6
11. International Journal of Environmental Science and Technology
1 3
Cd can cause irritation of upper respiratory tract, metallic
taste in the mouth, cough and chest pains (Foulkes 1990;
Shakah and Smith 1976). Elevated levels of Cd in human
body can cause toxicity to kidney, skeletal system, hyperten-
sion and cardiovascular disease (Obiri et al. 2010). Being
one of the most toxic heavy metals Pb ingestion via food
chain caused potential hazards in humans and its elevated
levels in blood affects postnatal growth, behavior and cogni-
tive performances. In adults it causes central nervous sys-
tem, cardiovascular, fertility and kidney problems (Kumar
et al. 2020a).
Statistical analysis
PCA was carried out on heavy metal data set and PCs
(principal components) with eigen values greater than one
were retained. First PC alone contributed to maximum
variance, i.e., 96.837%, while the second PC was associ-
ated with least variance, i.e., 2.479%. A biplot comprises
of overlaid scores and loadings along with variables and
samples on the same figure. Summer samples of sludge,
i.e., FABsS and SBRsS, represented maximum variability
and were positioned close to correlation circle followed
by SBRsW and FABsW. This was due to more wastewater
generation during summer as compared to winter, resulting
in more accumulation of metals in sludge. The results are
in agreement with García-Delgado et al. (2007) in WWTP
of Spain. FABsS was characterized by Cu and As, while
SBRsW and FABsW were characterized by Cd, Cr, Pb,
Fe, Zn and Al. Similarly, SBRsS was characterized by Hg
(Fig. 4). Correlation matrix displayed the effect of some
water quality parameters on the availability of heavy met-
als in wastewater. A negative correlation heavy metals
were observed with EC, TDS and salinity in FAB, while
a negative correlation of heavy metals was observed with
salinity in SBR. High concentration of ions in the solution
has an inhibitory effect on the concentration of metals in
solid phase. Increase in amount of suspended solids results
in the decrease in concentration of heavy metals as a result
of their uptake by solid particulates (Huang and Wang
2001). However, a positive correlation of hardness with
heavy metals was observed in both the WWTP (Tables 7
and 8) due to the presence of certain dissolved metals con-
tributing to hardness (Sengupta 2013).
Fig. 4 Biplot, scree plot and PC loading of heavy metals from sewage treatment plants
12. International Journal of Environmental Science and Technology
1 3
Metal concentration was low and within the discharge
standards meant for disposal in inland water body in the case
of sewage and for agriculture application in case of sludge
(Table 9). Yet their impact even in lower concentration in
sewage and sludge and that of exceeding key parameters for
effluents should be a worry because of toxicity levels which
can interfere with ecological processes of the lake, thereby
affecting well-being of the society from the public health
perspective. Nowadays heavy metal contamination of soil
has become a key priority for researchers globally due to
Table 7 Correlation matrix (Pearson) among various parameters of wastewater and heavy metals in FAB STP
Values in italics are different from 0 with a significant alpha level = 0.05 for “*” and 0.01 for “**”
Cd Cr Cu Zn Fe Pb Al Hg As
pH –0.415 – 0.503 – 0.534 – 0.444 – 0.429 – 0.565 – 0.411 – 0.366 – 0.541
EC – 0.963** – 0.94** – 0.867 – 0.951** – 0.959** – 0.943** – 0.964** – 0.97** – 0.857*
TDS – 0.883* – 0.835* – 0.759 – 0.864* – 0.875* – 0.809* – 0.885** – 0.9** – 0.747
TSS – 0.279 – 0.197 – 0.129 – 0.25 – 0.266 – 0.141 – 0.283 – 0.319 – 0.117
Salinity – 0.929** – 0.884** – 0.815 – 0.913** – 0.923** – 0.859* – 0.931** – 0.943** – 0.803*
Cl – 0.325 – 0.322 – 0.386 – 0.346 – 0.328 – 0.202 – 0.328 – 0.296 – 0.387
TA 0.034 0.113 0.111 0.049 0.042 0.216 0.029 0.007 0.118
TH 0.853* 0.92** 0.955 0.885** 0.865* 0.914** 0.851* 0.798* 0.959**
DO – 0.284 – 0.377 – 0.412 – 0.314 – 0.298 – 0.446 – 0.279 – 0.235 – 0.421
CH 0.403 0.401 0.472 0.423 0.411 0.329 0.403 0.375 0.472
MH 0.582 0.648 0.629 0.598 0.587 0.699 0.579 0.548 0.632
NH3– N (mg/l) 0.089 0.185 0.298 0.137 0.108 0.191 0.085 0.021 0.311
NO3– N (mg/l) – 0.297 – 0.204 – 0.075 – 0.249 – 0.28 – 0.229 – 0.3 – 0.363 – 0.058
TP – 0.413 – 0.342 – 0.284 – 0.389 – 0.401 – 0.279 – 0.416 – 0.442 – 0.273
BOD – 0.017 0.082 0.189 0.029 0.003 0.101 − 0.021 − 0.08 0.202
COD 0.213 0.291 0.189 0.237 0.226 0.361 0.208 0.174 0.328
SO4
−2
(mg/l) − 0.616 − 0.562 − 0.474 − 0.591 − 0.605 − 0.539 − 0.619 − 0.644 − 0.463
Silicate 0.414 0.507 0.575 0.454 0.431 0.536 0.41 0.352 0.585
Table 8 Correlation matrix (Pearson) among various parameters of wastewater and heavy metals in SBR STP
Values in italics are different from 0 with a significant alpha level = 0.05 for “*” and 0.01 for “**”
Cd Cr Cu Zn Fe Pb Al Hg As
pH – 0.713 – 0.791 – 0.647 – 0.755 – 0.721 – 0.761 – 0.723 – 0.75 – 0.667
EC – 0.324 – 0.236 – 0.324 – 0.306 – 0.324 – 0.333 – 0.321 – 0.314 – 0.331
TDS – 0.52 – 0.438 – 0.519 – 0.496 – 0.519 – 0.477 – 0.517 – 0.504 – 0.526
TSS – 0.428 – 0.337 – 0.437 – 0.398 – 0.425 – 0.26 – 0.425 – 0.405 – 0.44
Salinity – 0.92** – 0.865 – 0.932** – 0.866* – 0.915** – 0.8* – 0.914** – 0.873* – 0.934**
Cl – 0.358 – 0.375 – 0.43 – 0.27 – 0.345 – 0.146 – 0.346 – 0.271 – 0.404
TA – 0.191 – 0.203 – 0.186 – 0.185 – 0.193 – 0.327 – 0.189 – 0.188 – 0.19
TH 0.932** 0.965 0.888** 0.939** 0.935** 0.905** 0.936** 0.939** 0.904**
DO – 0.18 – 0.241 – 0.095 – 0.26 – 0.194 – 0.478 – 0.192 – 0.257 – 0.123
CH 0.489 0.572 0.455 0.508 0.492 0.462 0.495 0.502 0.462
MH 0.692 0.639 0.663 0.688 0.695 0.749 0.692 0.695 0.679
NH3-N (mg/l) 0.873* 0.92 0.782 0.934** 0.883* 0.908** 0.886** 0.93** 0.813*
NO3-N (mg/l) – 0.373 – 0.356 – 0.281 – 0.453 – 0.387 – 0.546 – 0.386 – 0.454 – 0.316
TP – 0.526 – 0.438 – 0.533 – 0.492 – 0.524 – 0.499 – 0.521 – 0.5 – 0.538
BOD – 0.033 0.057 – 0.149 0.093 – 0.014 0.287 – 0.013 0.085 – 0.114
COD 0.44 0.512 0.33 0.537 0.456 0.696 0.456 0.533 0.366
SO4
−2
(mg/l) – 0.601 – 0.509 – 0.628 – 0.543 – 0.596 – 0.547 – 0.592 – 0.553 – 0.626
Silicate 0.076 0.168 − 0.013 0.166 0.09 0.354 0.09 0.16 0.013
13. International Journal of Environmental Science and Technology
1 3
health hazards associated with it. Heavy metals even at low
concentrations enter food chain and manifest its effects in
humans (Kumar et al. 2020b). Humans are exposed to heavy
metals mostly via food consumption, which constitute 90%
of metal intake (Ametepey et al. 2018; Pajevic et al. 2018).
Several kinds of food obtained from the lake like Schizo-
thorax, Carp and Nelumbo stem which are locally known
as “Nadru” are among the relished foods in Kashmir. Con-
sumption of food from the lake contaminated with heavy
metals can threaten food security and health of the com-
munity as a whole. Thus, there is an urgent need to frame a
management strategy for sludge generated from the STP’s
which will ensure its proper handling and usage. Mainly,
WWTP operators and transporters are exposed to the associ-
ated health risks of sludge and should be well versed to deal
with it. Public perception especially those of farmers has an
important role in utilization of sludge in agriculture. It is
usually discarded as a harmful waste which has originated
from excreta without considering the benefits it could pro-
vide and requires a change in perception. Being a valuable
organic supplement in agriculture its effective utilization can
be very beneficial for farmers and will also provide eco-
nomic assistance to the concerned authorities by providing
the cost involved in its transportation. Further, there is a
need to determine the optimum rate of sludge application
so as to prevent accumulation of heavy metals in soil as
well as plants.
Conclusion
Some of the critical parameters like TSS, BOD,
NH3-N
and TP were exceeding the standards in both the STP’s
which has every potential to change the Dal Lake ecol-
ogy and endangers the public health on a long-term basis.
A considerable portion of heavy metals like Pb, Zn and
Cu gets accumulated in the sludge irrespective of their
concentration in sewage. Concentration of heavy metals
in sewage in both the STPs was found to be within the set
limits. It was found to be suitable for agricultural applica-
tion with least non-carcinogenic or carcinogenic risk to
humans. Being directly linked with supply chain of food
and water, a new line of research is urgently needed to
evaluate comprehensively the impact of likely buildup of
Al in various compartments of the Dal Lake like water,
sediment, plants, fish, etc. The continuous use of alu-
minum on long-term basis in STPs can lead to aluminum
toxicity of Dal Lake biota.
Acknowledgements The authors are highly thankful to the Department
of Environmental Science, University of Kashmir, for providing the
necessary laboratory facilities, and the first author also acknowledges
financial assistance through University Research Scholarship scheme to
carry out this research work. Thanks are also to USIC (University Sci-
ence Instrumentation Centre), University of Kashmir, for the analysis
of heavy metals. The authors are also thankful to Lakes and Waterways
Development Authority (LAWDA), Govt. of Jammu and Kashmir, for
giving permission of sampling from the STP’s.
Author’s contributions Research study was conceived and designed by
second author, while the first author has carried out the sampling in the
field and conducted analysis and survey related to the work under the
guidance of the second author. Third and fourth authors have contrib-
uted in the preparation of the draft manuscript. All the authors equally
contributed in editing, reviewing and approved the final manuscript.
Funding Not applicable.
Declarations
Conflict of interest The authors hereby declare there is no conflict of
interest in the study.
Ethical approval Research ethics stand adhered while submitting the
manuscript.
Consent to publish All the authors approved the manuscript to be
published.
Human and animal rights This article does not contain any studies with
human participants performed by any of the authors.
Table 9 Mean effluent values of various heavy metals in sewage and sludge along with their discharge standards
s Heavy metal Effluent (FAB)
(ppm/ppb*)
Effluent (SBR)
(ppm/ppb*)
Discharge stand-
ards (ppm/ppb*)
Sludge (FAB)
(mg kg−1
d. w)
Sludge (SBR)
(mg kg−1
d. w)
Ceiling concentration limits
(CCL) EPA (mg
kg−1
d. w)
1 Cd 0.05 ± 0.002 0.05 ± 0.009 1.0 0.65 ± 0.07 0.45 ± 0.07 85
2 Cu 0.01 ± 0.001 0.01 ± 0.002 3.0 377 ± 163.7 315 ± 63.6 4300
3 Cr 0.03 ± 0.02 0.03 ± 0.026 2.0 69 ± 12.1 62 ± 7.85 3000
4 Zn 0.02 ± 0.002 0.02 ± 0.002 1.5 1706 ± 196.5 1641 ± 452.5 7500
5 Fe 0.02 ± 0.006 0.16 ± 0.098 – 3959 ± 215.6 4255 ± 243.9 –
6 Pb 0.06 ± 0.024 0.20 ± 0.007 1.0 37.4 ± 3.1 36.7 ± 2.12 840
7 Al 0.07 ± 0.007 0.07 ± 0.002 – 4041 ± 86.9 4257 ± 287.7 –
8 Hg 0.01 ± 0.002* 0.01 ± 0.007* 0.01* 0.132 ± 0.01 0.171 ± 0.04 57
9 As 0.01 ± 0.003* 0.01 ± 0.004* 0.2* 0.15 ± 0.07 0.13 ± 0.02 75
14. International Journal of Environmental Science and Technology
1 3
Data availability The data sets generated during and/or analyzed dur-
ing the current study are available from the corresponding author on
reasonable request.
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