Biological Treatment of Tannery Wastewater - A Review
Tannery wastewaters are highly complex and are characterized by high contents of organic, inorganic and nitrogenous compounds, chromium, sulfides, suspended solids and dissolved solids. Treatment of tannery wastewater is carried out by physical or chemical or biological or combination of these methods. This study reviews various biological treatment methods applied for tannery wastewater. Characteristics of wastewaters from different tanneries and various methods for treating these tannery wastes are discussed. It was noted that the Chemical Oxygen Demand (COD) removal efficiencies and process capacities were affected by the variations in organic loading rates, presence of chromium and sulfides. The review shows that all aerobic processes have a similar level of COD removal, but the highest COD removal efficiency at a high organic loading rate was observed in anaerobic reactors. Upflow Anaerobic Sludge Blanket Reactor (UASB) exhibited better performance for treating high strength tannery wastewater effectively, compared with conventional reactors. Both aerobic and anaerobic processes are employed for the treatment of tannery wastewater. From the review it can be concluded that physical/chemical processes combined with biological process is the better option for the treatment of tannery wastewater.
Received: May 18, 2010;
Accepted: June 01, 2010;
Published: August 21, 2010
Tanning is one of the oldest industries in the world. During ancient times, tanning activities were organized to meet the local demands of leather footwear, drums and musical instruments. With the growth of population, the increasing requirement of leather and its products led to the establishment of large commercial tanneries. Two methods are adopted for tanning of raw hide/skin viz., vegetable tanning and chrome tanning. The production processes in a tannery can be split into four main categories: (1) Hide and skin storage and beam house operations, (2) tanyard operations, (3) post-tanning operations and (4) finishing operations.
Tanneries are typically characterized as pollution intensive industrial complexes
which generate widely varying, high-strength wastewaters. Variability of tannery
wastewaters are not only from the fill and draw type operation associated with
tanning processes, but also from the different procedures used for hide preparation,
tanning and finishing. These procedures are dictated by the kind of raw hides
employed and the required characteristics of the finished product. Tanning industry
also has one of the highest toxic intensity per unit of output (Khan
et al., 1999). During tanning process at least about 300 kg chemicals
are added per ton of hides (Verheijen et al., 1996).
Tannery effluent is among one of the hazardous pollutants of industry. Major
problems are due to wastewater containing heavy metals, toxic chemicals, chloride,
lime with high dissolved and suspended salts and other pollutants (Uberoi,
||Simplified leather production chain and management of the
effluents associated (Lefebvre et al., 2005)
Tanneries generate wastewater in the range of 30-35 L kg-1 skin/hide
processed with variable pH and high concentrations of suspended solids, BOD,
COD, tannins including chromium (Nandy et al., 1999).
The growth of industrialization has encroached even to small townships and villages
along with all ills of pollution. The tanning process and the effluents generated
have already been reported in literature (Sreeram and Ramasamy,
2003; Stoop, 2003) and an overview is presented
in Fig. 1. In this review the characteristics of tannery wastewater
are discussed and an effort has been made to give a brief idea of an approach
to tannery wastewater treatment, particularly discussing and highlighting in
brief the biological methods.
TANNERY WASTEWATER CHARACTERISTICS
The characteristics of tannery wastewater vary considerably from tannery to tannery depending upon the size of the tannery, chemicals used for a specific process, amount of water used and type of final product produced by a tannery. Tannery wastewater is characterized mainly by measurements of Biochemical Oxygen Demand (BOD), Chemical Oxygen Demand (COD), suspended solids (SS) and Total Dissolved Solids (TDS), chromium and sulfides etc. Typical characteristics of tannery wastewater are given in Table 1.
In general, tannery wastewaters are basic, have a dark brown colour and have
a high content of organic substances that vary according to the chemicals used
(Kongjao et al., 2008). The tannery wastewater
is characterized by substantial organic matter content and high SS content,
resulting in an average total COD concentration of 6200 mg L-1 and
a SS concentration of 5300 mg L-1. Very high salinity was reflected
by an average TDS concentration of 37, 000 mg L-1. Total Kjeldah
Nitrogen (TKN), N-NH3 and PO43¯ averaged
273, 153 and 21 mg L-1, respectively. Tannery wastewaters are basic
and their high organic content can cause considerable environmental pollution
(Leta et al., 2004).
|| Physico-chemical characteristics of tannery wastewater
|Except pH all values are in (mg L-1)
The pH values of tannery wastewaters range from 7.5 to 10, as shown in Table
1 (Kongjao et al., 2008; Leta et al.,
2004). The influents were characterised by high alkalinity content with a resulting
pH value of above 8 due to the chemicals used in leather processing. Influent
total nitrogen and COD concentrations ranged from 927 to 2140 mg L-1
and 9583 to 13515 mg L-1, respectively, whereas influent ammonium
N varied from 149 to 178 mg L-1. Sulfide and total chromium concentrations
were in the range of 466.3-794 and 23.3-42.5 mg L-1, respectively,
during the process feeding stages. It is also observed that tannery effluents
are rich in nitrogen, especially organic nitrogen, but very poor in phosphorus.
In addition to organic and nitrogen compounds, tannery wastewaters contain sulfide,
chromium, which impart high antibacterial activity (Wiemann
et al., 1998; Wiegant et al., 1999).
Several problems have been encountered during the biological treatment of tannery
wastewater because of high toxicity. The inhibition of biodegradation due to
the presence of chromium and sulfides demonstrates the antibacterial activity.
High concentrations of these constituents make the possible discharge of tannery
wastewaters into water bodies problematic, as they cause eutrophication and
other adverse environmental effects (Leta et al.,
2004). Table 1 shows great variability in the quality
of the influent. Great variability was observed with respect to the influent,
depending on the type of hides and skins and the region from which they came,
at the time of the sampling (Lefebvre et al., 2005).
The BOD5/COD ratio was 0.3, which was very low in comparison to
domestic wastewater (i.e., 0.5). Therefore, the biodegradability of the influent
was found to be low, according to the criteria of Ahn et
al. (1999). However, BOD5 is a controversial parameter, when
it is applied to tannery wastewater, since it contains many inhibitors of BOD5
(Ates et al., 1997). The VSS/SS ratio averaged
0.2±0.1, was found to be very low due to the numerous fibres and inorganic
particulate (sand, dust) escaping the soak pit. The VSS/(total COD-soluble COD)
ratio averaged 1.2±0.7, indicated that every kg of VSS contributed to
1.2 kg of particulate COD. Finally, the COD/N/P ratio averaged 200/22/2 and
showed that the waste liquor contained high amounts of nitrogen but lesser amounts
of phosphorus. However, no phosphorus deficiency could be identified and this
ratio is close to that of domestic wastewater (Lefebvre
et al., 2005).
Many conventional processes were carried out to treat wastewater from tannery
industry such as biological process (Vijayaraghvan and Murthy,
1997; Wiemann et al., 1998; Farabegoli
et al., 2004), oxidation process (Schrank et
al., 2003; Sekaran et al., 1996) and
chemical process (Song et al., 2004).
Biological treatment methods: Biological treatment of wastewater is evaluated as a good treatment method for industrial effluents. Treatment of wastes with bacteria involves the stabilization of waste by decomposing them into harmless inorganic solids either by aerobic or anaerobic process. In aerobic process, the decomposition rate is more rapid than the anaerobic process and it is not accompanied by unpleasant odours, whereas in anaerobic process, longer detention period is required and gives unpleasant odours.
The processes used most frequently for biological treatment of tannery wastewater
in CETPs in India are the Activated Sludge Process (ASP) and the Upflow Anaerobic
Sludge Blanket (UASB) process (Jawahar et al., 1998;
Kadam, 1990; Rajamani et al.,
1995). In general, ASP-based treatment is considered to be energy-intensive
and expensive from an operation and maintenance point of view. On the other
hand, anaerobic processes claim to offer several advantages, especially under
tropical climatic conditions (Rajamani et al., 1995,
1997). However, a comprehensive comparison of the relative
merits of tannery wastewater treatment by these two processes with field data
has not yet been performed. As such, it is imperative that experience and knowledge
gained through the operation of full-scale treatment plants treating tannery
effluents employing both ASP and UASB processes is properly utilized.
High variability in the organic content (reflected by COD concentration) and salinity (reflected by TDS concentration) of the soak liquor might make the proper operation of a biological treatment plant uneasy, causing important disturbance in the equilibrium of the microbial community. Yet, looking forward to applying the process at an industrial scale, a decision was taken not to artificially change the influent characteristics in order to make it more homogeneous. This choice resulted in frequent changes in the environmental conditions in the bioreactor. The results of some tannery wastewater treated by biological methods are given in Table 2.
Aerobic biological treatment methods: Biodegradation of tannery wastewater
using activated sludge process has been reported by many research workers (Jawahar
et al., 1998; Murugesan and Elangoan, 1994;
Eckenfelder, 2002; Tare et al.,
2003). The performance of activated sludge process is affected by many factors.
Various parameters of importance relating to growth of microorganisms and substrate
utilization on which the operation of the reactor is based include mean cell
residence time, Mixed Liquor Volatile Suspended Solids (MLVSS) concentration,
hydraulic detention time, i.e., aeration time, food to microorganism (F:M) ratio
and the dissolved oxygen the reactor. All these studies indicate a BOD5
removal of 90 to 97% for the tannery effluent concluding activated sludge process
as highly useful for the purpose.
An ASP was used for the treatment of tannery wastewater. It was operated continuously
for 267 days. Settled tannery wastewater was used as influent to the aeration
tank. A removal efficiency of above 90 and 80% for BOD5 and COD was
obtained when the ASP is operated at an MLVSS concentration of 3500 mg L-1
keeping an aeration time of 12 h (Haydar et al.,
A Common Effluent Treatment Plant (CETP) based on activated sludge process
was employed for the treatment of tannery effluent. A significant reduction
in COD and BOD levels were achieved during the course of treatment in CETP.
|| Summary of studies on the treatment of Tannery wastewater
A reduction of 98.46, 87.5 and 96.15% in bacterial counts especially in pathogens
like Escherichia coli, Vibrio sp. and Pseudomonas sp. were
observed after treatment. Pathogens were not detected in the dried sludge. Complete
elimination of fecal streptococci was observed in treated effluent. Around 10.8%
of microbial isolates from the effluent showed ability to reduce chromate >90%.
In treated effluent chromium level was 5.48 mg L-1, which exceeds
the statutory limit of Indian standards (Ramteke et al.,
When the organic load rate is lower than 2 g COD/L per day, the biological
oxygen demand (BOD5) efficiency was 99%, whereas the Chemical Oxygen
Demand (COD) was around 80% for the diluted unhairing wastewater after being
treated by an Activated Sludge (AS) system. The AS system was fed for 180 days
with diluted unhairing effluent. The operation strategy increased the Organic
Load Rate (OLR) from 0.23 to 2.98 g COD/L/d while the HRT was variable until
operation day 113. Results show that the reactor operation was stable until
2 g COD/L per day. For higher values, the system was less efficient (COD and
BOD5 removal rate lower than 40%) and the relation of food/micro-organisms
(F/M) was higher than 0.15. Biomass evaluations through oxygen utilization coefficients
show that the specific oxygen uptake rate decreased from 1.11 to 0.083 g O2/g
MLVSS per day, in the same way the endogenous oxygen coefficient decreased from
0.77 to 0.058 per day. The reduction of biomass activity could be attributable
to the inorganic compound content (ammonia and chloride) in the unhairing effluent
(Vidal et al., 2004).
Mazumder et al. (2008) used a shaft-type hybrid
bioreactor for treating composite wastewater of chrome tannery. In this reactor,
the sample was treated under suspended growth and then hybrid system with 20
g L-1 of 5 mm tyre tube beads in batch mode. The continuous study
was made under suspended growth and hybrid system with 10-30 g L-1
of beads. The maximum COD removal was 70.9% under a loading rate of 5.250 kg/day/m3.
The overall removal rate ranged from 0.0824-0.1004/h for the hybrid system.
Salinity of tannery wastewater makes it difficult to be treated by conventional
biological treatment. Salt tolerant microbes can adapt to these saline conditions
and degrade the organics in saline wastewater. Tannery saline wastewater obtained
from a Common Effluent Treatment Plant (CETP) near Chennai (southern India)
was treated with pure and mixed consortia of four salt tolerant bacterial strains
viz., Pseudomonas aeruginosa, Bacillus flexus, Exiguobacterium
homiense and Staphylococcus aureus which are isolated from marine
and tannery saline wastewater samples. Experiments with optimized conditions
and varying salt content (between 2 and 10% (w/v) were conducted. Salt inhibition
effects on COD removal rate were noted. Comparative analysis was made by treating
the tannery saline wastewater with activated sludge obtained from CETP and with
natural habitat microbes present in raw tannery saline wastewater. Salt tolerant
bacterial mixed consortia showed appreciable biodegradation at all saline concentrations
(2, 4, 6, 8 and 10% w/v) with 80% COD reduction in particular at 8% salinity
level the consortia could be used as suitable working cultures for tannery saline
wastewater (Sivaprakasam et al., 2008). The COD
removal results for tannery saline waste stream by natural habitat strains as
well as activated tannery sludge proved they were not suitable and that specialized
consortia (salt tolerant) were needed for efficient treatment. The identified
salt tolerant bacterial consortia is considered as a suitable working culture
for efficient biodegradation of tannery saline wastewater.
The pre denitrification-nitrification process found to be efficient for simultaneous
removal of nitrogen and organic substrates from tannery wastewaters. Normally
chromium III will not cause process inhibition during performance operations.
A pilot wastewater treatment plant consisting of a pre denitrification-nitrification
process was constructed and operated for 6 months. Up to 98% total nitrogen
and chemical oxygen demand and 95% ammonium nitrogen removal efficiencies were
achieved in the system. The average effluent ammonium nitrogen ranged from 8.4
to 86 mg L-1, whereas the average effluent for nitrate nitrogen ranged
from 2.9 to 4.4 mg L-1. The average values of denitrification and
nitrification rates determined by nitrate and ammonium uptake rates (NUR and
AUR) were 8.0 mg NO3-N [g volatile suspended solids (VSS)]-1
h-1 and 5.4 mg NH4-N (g VSS)-1 h-1,
respectively, demonstrating that the treatment processes of the pilot plant
were effective. Further studies of the effect of chromium III on AUR showed
50% inhibition at a concentration of 85 mg L-1, indicating that this
metal was not causing process inhibition during performance operations (Leta
et al., 2004).
A study on the biological nitrogen removal from tannery wastewaters without
a preliminary chemical-physical phase or an external carbon source for denitrification
were carried out by Szpyrkowicz et al. (1991).
They reported the removal of nitrogen by biological means from wastewaters consisting
of up to 90% chrome tannery and 10% domestic sewages. Experiments were carried
out over a 6 month period in a pilot plant of the modified Ludzack-Ettinger
configuration. The COD utilization coefficient was 12.5 mg COD for 1 mg of denitrified
N. No inhibition of the process was induced by Cr or by S2- present
in the raw wastewaters. A negative effect on the denitrification rate resulted
from a high ratio between the quantity of oxygen returned with the mixed liquor
and the inlet COD.
Hypersaline wastewater (i.e., wastewater containing more than 35 g L-1
Total Dissolved Solids (TDS) generated from soak pit of the tannery industry
was difficult to treat using conventional biological wastewater treatment processes.
The characterization of the soak liquor showed that this effluent is biodegradable,
though not easily and highly variable, depending on the origin and the nature
of the hides. A lab-scale SBR was used to treat this soak liquor seeded with
halophilic bacteria and the performance of the system were evaluated under different
operating conditions with changes in hydraulic retention time, organic loading
rate and salt concentration. The changes in salinity appeared to affect the
removal of organic matter more than the changes in hydraulic retention time
or organic loading rate. Despite the variations in the characteristics of the
soak liquor, the reactor achieved proper removal of organic matter, once the
acclimation of the microorganisms was achieved. Optimum removal efficiencies
of 95, 93, 96 and 92% on COD, PO43¯, TKN and SS,
respectively, were achieved with a HRT of 5 days, an organic loading rate of
0.6 kg COD/m3/d and 34 g NaCl/L. The organisms responsible for nitrogen
removal appeared to be the most sensitive to the modifications of these parameters
(Lefebvre et al., 2005).
The wastewater, produced after the oxidation of sulfide compounds coming from
the beam house section of a tannery, contained average COD and ammonium concentrations
of 550 and 90 mg L-1, respectively. Goltara et
al. (2003) used a Membrane Sequencing Batch Reactor (MSBR) to treat
this wastewater. The MSBR was operated for a period of 150 days, with no sludge
removal during the whole period of operation. The biomass concentration inside
the reactor varied considerably, with maximum values close to 10 g L-1
at the end of operation. Low biomass yield values were achieved probably due
to the low Feed/Microorganisms (F/M) ratio. An important accumulation of organic
matter in the reactor was noticed, although the COD effluent was not affected
due to the permeation through the membrane. Removal efficiencies close to 100%
in ammonium and 90% in COD were achieved and the Total Nitrogen removal efficiency
ranged from 60 to 90% (Goltara et al., 2003).
The feasibility of treating tannery wastewater containing chromium, an inhibiting
compound, was studied by Farabegoli et al. (2004).
The maximum chromium concentration tolerated by microorganisms is determined
through aerobic and anoxic batch experiments and the biomass inhibition process
is analyzed in a lab scale sequential batch reactor at higher chromium concentrations.
It was observed that the chromium addition had less influence on the denitrification
bacteria than on the nitrification bacteria. In addition, it was observed that
nitrification and denitrification rates, at the same chromium concentration,
were higher in the SBR reactor than in batch experiments with unacclimated biomass.
Experimental results confirm that sequencing batch reactors are able to produce
a more resistant biomass, which acclimates quickly to inhibiting conditions.
Thanigavel (2004) employed an inverse fluidized bed bioreactor
for the treatment of tannery wastewater. A low density particle (Polypropylene-Density,
890 kg m-3) was used. From the result it was found the maximum COD
removal of 91.3% was achieved in this reactor at a bed height of 80 cm and for
the air flow rate of 64.4 cc/s.
SBR coupled with respirometry is a cost-effective and a clear alternative to
the conventional biological system for the treatment of tannery wastewater (Ganesh
et al., 2006). The removal efficiencies are much higher than the
continuous aerobic systems. Such enhanced performance with SBR over conventional
activated sludge process is perhaps due to the enforced short-term unsteady
state conditions, which facilitates the required metabolic conditions for treatment
of wastewater. The removal of COD by degradation is stoichiometric with oxygen
usage. Measurement of oxygen uptake rates and corresponding COD uptake rates
showed that a 12 h operating cycle was optimum for tannery wastewater. A plot
of OUR values provided a good indication of the biological activity in the reactor.
At a 12-h SBR cycle with a loading rate of 1.9- 2.1 kg m-3 d-1,
removal of 80-82% COD, 78-80% TKN and 83-99% NH3-N were achieved.
These removal efficiencies were much higher than the conventional aerobic systems.
A simple method of COD fractionation was performed from the OUR and COD uptake
rate data of the SBR cycle. About 66-70% of the influent COD was found to be
readily biodegradable, 10-14% was slowly degradable and 17-21% was non-biodegradable.
The oxygen mass transfer coefficient, KLa (19±1.7 h-1)
was derived from respirometry. It was observed that with the exception of high
organic load at the initial feed the oxygen transfer capacity was in excess
of the OUR and aerobic condition was generally maintained. Simultaneous nitrification-denitrification
was observed in the SBR during the feed period as proved by mass balance (Ganesh
et al., 2006).
Anaerobic biological treatments: The combination of the UASB with an
aerobic post-treatment enhanced the performance of the overall wastewater treatment
process and the COD removal efficiency. However, for effective operation, the
system had to be operated at very low OLRs, which affects the economic viability
of such a process. The anaerobic digestion of tannery soak liquor was studied
by using a UASB. COD removal reached 78% at an OLR of 0.5 kg COD m3/d,
a HRT of 5 days and a TDS concentration of 71 g L-1. The combined
anaerobic/aerobic treatment system reached 96% (Lefebvre
et al., 2006).
Banu and Kaliappan (2007) made an attempt to treat
the tannery wastewater by using hybrid upflow anaerobic sludge blanket reactors.
The advantage of this reactor is both the fixed film and upflow sludge blanket
treatment. The reactor was operated for 370 days at two different hydraulic
retention times viz., 60 and 70 h. The average concentration of COD and tannin
in the influent tannery wastewater used were 14000 mg L-1 and 1987
mg L-1, respectively. The reactor performed to its maximum at an
organic loading rate of 2.74 kg COD/m3/d and 3.14 kg COD/m3/d
at a HRT of 70 and 60, respectively. They also found that increase in OLR beyond
2.74 kg COD/m3/d and 3.14 kg COD/m3/d caused a gradual
decrease in COD removal efficiency. The degradation of inhibitor substance such
as tannin during the anaerobic digestion were also found and it was in the range
of 65-91% at a HRT of 70 h.
The retention of the active methanogenic biomass in the form of biofilm supported
by a carrier has been developed to treat tannery wastewater ensures with minimum
particle washout independent of the HRT. The bio film colonisation on two types
of micro carriers was compared. Porous polyurethane foam material was found
to be more suitable than Raschig rings as a micro carrier in the UAFBR reactor.
Both SEM and TEM techniques were used to study the morphology of the bio film,
the location of bacteria in the bio film and species diversity and community
structure. In an Upflow Anaerobic Fixed Biofilm Reactor (UAFBR), which retains
a high concentration of accumulated biomass the effects of major process variables
such as hydraulic retention time, organic loading rate and temperature on chemical
oxygen demand removal and methane yield performances of the reactor were evaluated.
This aids the conversion of COD and results in a reduction in effluent suspended
solids. COD removal (60-75%) and methane yield (0.36 m3 CH4/kg
CODrem) remained stable across a range of organic loading rates and
under conditions of temperature shock. The COD removal and methane yield is
higher than the values reported previously (Song et al.,
A long-term study was conducted to identify the process of biological sulfate
reduction in anaerobic two-stage pilot plants treating tannery wastewater. Influence
of quality and quantity of wastewater on sulfate removal in both stages of the
pilot plant was simultaneously tested. In the first stage, desulfurization increased
with higher feed flow but the desulfurization then decreased in the second stage.
The concentration of sulfate in the influent had a significant influence on
the desulfurization in both stages of the pilot plants. The removal of sulfate
in the first stage was approximately 30%, whereas in the second stage the desulfurization
decreased with higher concentrations of sulfate in the influent. Operational
parameters were adjusted in order to restrict the biological sulfate reduction
to the first stage. Compared to pH 5 or 6 in the influent, a pH of 7 most increased
biological sulfate reduction in the first stage. No significant influence on
COD removal or volume of gas was observed. For three pilot plants operated parallel
to each other, no significant difference in desulfurization was noticed (Genschow
et al., 1996).
Rajasimman et al. (2007) studied the performance
of a single UASB reactor for treating both the solid (generated from fleshing)
and liquid wastes. In this study, UASB reactor was operated at different organic
loading rates ranges between 5-12 kg/m3/d. From the results it was
observed that the COD removal efficiency of 46-85% and BOD removal efficiency
of 65-93% were achieved. The gas production was in the range of 2-15 L for the
given organic load.
Wetlands: Wetlands planted with Typha latifolia proved to be tolerant
to high organic loadings and to interruptions in feed during biological treatment
of tannery wastewater under long-term operation. Two expanded clay aggregates
(Filtralite, MR3-8-FMR and Filtralite, NR38-FNR) and a fine gravel-FG
were used as substrate for the constructed wetland units plus one unit with
FMR was left as an unvegetated control. The systems were subject to three hydraulic
loadings, 18, 8 and 6 cm d-1 and to periods of interruption in the
feed. The relationship between the substrate, plant development and removal
efficiency, especially of organic matter, was investigated. Organic loadings
up to 1800 kg BOD5/ha/d and 3849 kg COD/ha/d were applied leading
to mass removals of up to 652 kg BOD5/ha/d and 1869 kg COD/ha/d,
respectively. The three different substrates were adequate for the establishment
of T. latifolia, although the clay aggregates allowed for higher plant propagation
levels. The units with FNR and FMR achieved significantly higher COD and BOD5
removal when compared to the FG and to the unplanted units (Calheiros
et al., 2008).
Membrane Bio-Reactors (MBR): MBR was used to treat tannery wastewater.
Bench scale membrane bio-reactors were operated to investigate the treatment
efficiency of tannery wastewater with high organic and nitrogen contents and
the optimum operating conditions. The optimum ratio of the volume of anoxic
denitrification tank to aerobic nitrification tank was 50%. Under these conditions,
the effluent COD and Total Nitrogen were 160 and 54 mg L-1, respectively,
which satisfied the effluent limits for the tannery wastewater. It was also
observed that supplementation of phosphorus to maintain COD: P ratio of 100:1
is needed to achieve the best performance (Chung et al.,
Munz et al. (2007) carried out the treatment
of tannery wastewater in a pilot scale membrane bioreactor with Powdered Activated
Carbon (PAC). The addition of powdered PAC to analyze improvements in effluent
quality and in the filtration process, improvements in COD removal are found
to be low, but not negligible and greater than the PAC adsorption effect alone.
The results refer to a pilot plant monitoring stretched over a period of 594
days: 380 without PAC, 123 with a PAC concentration of 1.5 g L-1
and 91 with 3 g L-1. The sludge residence time and hydraulic retention
time were maintained between 30 and 90 days and 50 and 100 h, respectively.
COD removal stability appeared to increase as PAC concentration increased. No
effects were observed on the nitrification processes. The filtration process
was evaluated in terms of sludge filterability, fouling rate and fouling reversibility.
The fouling rate decreased with an increasing PAC concentration and showed complete
reversibility both in presence and in absence of PAC.
The role that tannins play in terms of biodegradability did not appear to be
significant in tannery wastewater treatment. The methodology has established
the preliminary use of respirometry to examine the biodegradability of a selection
of commercial products; the subsequent analysis, by means of spectrophotometric
reading and RP-IPC (Reverse-Phase Ion-Pair) liquid chromatography, estimates
the concentrations of natural tannins and naphthalenesulfonic tanning agents
in the influent and effluent samples. A Membrane Bioreactor plant and a full
scale Conventional Activated Sludge Process (CASP) plant is employed in parallel
to evaluate the results. The results show that a consistent percentage of the
Total Organic Carbon (TOC) in the effluent of the biological phase of the plants
is attributable to the presence of natural and synthetic (Sulfonated Naphthalene-Formaldehyde
Condensates, SNFC) tannins (17 and 14%, respectively). The titrimetric tests
that were aimed at evaluating the levels of inhibition on the nitrifying biomass
samples did not allow a direct inhibiting effect to be associated with the concentration
levels of the tannin in the effluent. Nonetheless, the reduced specific growth
rates of ammonium and nitrite oxidising bacteria imply that a strong environmental
pressure is present, if not necessarily due to the concentration of tannins,
due to the wastewater as a whole (Munz et al., 2009).
Combination of biological methods with physical/chemical methods: Due
to the extremely changing quality of the raw wastewater, tan-yard wastewater,
the biological pre-treatment could not be stabilized all the time and nitrification
was sometimes inhibited. Oxidative treatment distinctly improved the aerobic
biodegradability of refractory organic compounds and found to be optimal in
the range of a specific ozone consumption of about 2 g O3/g DOCo
for both batch experiments and continuous operating conditions. Moreover, full
nitrification could be established during the subsequent aerobic degradation
and the remaining ammonia is completely removed. The biological treatment of
the tannery wastewater substreams beamhouse (BH, pre-tanning steps) and tan-yard
wastewater (TY, tanning and wet-finishing process steps) and the application
of an oxidative treatment by ozone, followed by a second aerobic treatment were
investigated. It can be stated that the combined oxidative and biological treatment
of BH and TY was effective and ensures the meeting of given COD and ammonia-limits
for the direct discharge of this special industrial wastewater into rivers (Jochimsen
et al., 1997).
Degradation of leather industry wastewater by aerobic treatment incorporating
Thiobacillus ferrooxidans, Fenton's reagents and combined treatment was
studied by Mandal et al. (2010). The sole treatment
by Fenton's oxidation involving the introduction of 6 g FeSO4 and
266 g H2O2 in a liter of wastewater at pH of 3.5 and 30°C
for 30 min at batch conditions reduced COD, BOD5, sulfide, total
chromium and color up to 69, 72, 88, 5, 100% and Thiobacillus ferrooxidans
alone showed maximum reduction to an extent of 77, 80, 85, 52, 89 respectively
in 21 d treatment at pH 2.5, FeSO4-16 g L-1 and temperature of 30°C.
The combined treatment at batch conditions involving 30 min chemical treatment
by Fenton's oxidation followed by 72 h biochemical treatment by Thiobacillus
ferrooxidans at batch conditions gave rise up to 93, 98, 72, 62 and 100%
removal efficiencies of COD, BOD, sulfide, chromium and color at pH of 2.5 and
30°C. They observed a decrease in photo absorption of the Fenton's reagent
treated samples, as compared to the blanks, at 280, 350 and 470 nm wave lengths.
This may be the key factor for stimulating the biodegradation by Thiobacillus
Seawater-induced flocculation of alkaline tannery wastewater can increase the
removal efficiency of organic compounds, such as particulate, colloids, colored
compound and other dissolved organic compounds. Flocculation through the use
of seawater was used as the primary treatment in the onsite tannery wastewater
treatment plant. Evaluation of the potential biological treatment was performed
by the activated sludge system of suspended micro-organisms using seawater flocculated
tannery wastewater. The pH adjustment of the influent wastewater and PO4-P
addition after seawater flocculation were the most important operational parameters
to enhance the removal efficiency of COD in the activated sludge process. Removal
efficiency of COD increases with increase in sludge retention time (SRT). With
the pH adjustment and PO4-P addition after seawater flocculation,
75% of COD was removed at the SRT of 15 days. Experimental results demonstrated
that seawater flocculation was more effective than the comparable ferric salt
flocculation in enhancing the biological treatment during the 110 days of operation
(Ryu et al., 2007).
The ozonation of biologically pre-treated tannery wastewater and the influence
of the applied specific ozone consumption onto a subsequent biological treatment
were investigated by Jochimsen et al. (1997).
From their study it was found that the partial oxidation of COD is favorable
for subsequent biodegradation, whereas further mineralization reduces the effectivity
of biological oxidation. The optimal range of subsequent biological treatment
was observed at a specific ozone consumption of 1 to 3 g O3/g DOC0.
As far as the distribution of molecular weight fractions are concerned, the
ozonation leads to a relative increase of the low molecular weight DOC-fraction
(<1,000 u), which includes the majority of the residual UV-absorbance at
Biological degradation, carried out in a sequencing batch biofilm reactor,
with chemical oxidation, performed by ozone is an innovative tannery wastewater
process. Furthermore, it is proved that the combined process is characterized
by a very low sludge production. The combined treatment at the laboratory scale
with and without ozonation were compared resulting to be very satisfactory only
in the latter instance where recorded COD, NH4-N and TSS average
removals were 97, 98 and 99.9%, respectively. In fact, the measured specific
sludge production resulted unexpectedly much lower than the value reported for
conventional biological systems (Di Iaconi et al.,
High sulfide concentration present in treated wastewater may render aerobic
biological treatment unsuitable. Hence, it became essential to include sulfide
removal unit operation preceeding aerobic biological unit. Among the techniques
available oxidation of sulfide by air using activated carbon as catalyst gained
importance for its removal of COD, BOD and TOC in addition to elimination of
sulfide in wastewater. Anaerobic treatment of tannery wastewater in high rate
close type reactors leaves sulfide in the range 31-795 mg L-1, COD
395-1886 mg L-1, BOD 65-450 and TOC 65-605 mg L-1. Thus
post anaerobic treatment of wastewater was required to meet discharging standard.
The effect of [S2¯/O2] ratio and hydraulic loading
rate on removal of sulfide and organics in counter current reactor containing
activated carbon were found. The percentage removal of COD, BOD, TOC and Sulfide
from anaerobically treated wastewater were 81, 85, 82 and 100%, respectively.
The sulphate content of catalytically oxidized effluent was increased by 24%
at [S2¯/O2] ratio of 0.3353 and dissolved solids
content was increased by 36% (Sekaran et al., 1996).
Coagulation considerably reduced the concentration of sulfide and improved
the anaerobic treatability lead to a reduction in waste disposal costs for tannery
industries. Both aluminium sulphate and ferric chloride coagulants provided
excellent sulfide removal (>71%), even at a low dose of 50 mg L-1.
Coagulation at pH 7.5, removed at least 32% of COD, 64% of SS, 77% of chromium,
80% of sulfide and 85% of colour. Incorporation of coagulation prior to digestion
resulted in an increased capacity of the digesters and improved digestion performance.
An anaerobic digestion was carried out on initial samples and supernatants from
the coagulation at a hydraulic retention time of 10 days with a loading rate
of 0.33 kg COD/m3/day. A methane yield of 0.2 l CH4/(g
COD removed) was achieved, while COD removal was 77% and COD removal rate was
0.24 kg COD/m3/day. The combined system provided a residual COD of
less than 760 mg L-1 and a residual sulfide of less than 200 mg L-1.
The results also demonstrated that a sulfide concentration in excess of 260
mg L-1 completely inhibited methane production (Song
et al., 2004).
Chromium removal: The tannery wastewater with increasing chromium concentrations,
caused by poor wastewater management with an average value in the influent was
around 2.673±0.32 to 3.268±0.73 mg L-1 Cr. Investigations
are focused on identification of the factors affecting the process performance
(Banas et al., 1999).
Chromium in tannery sludge causes serious environmental problems and is toxic
to organisms and it was efficiently leached by the acidophilic sulfur-oxidizing
Acidithiobacillus thiooxidans. The results showed that the pH of sludge
mixture inoculated with the indigenous A. thiooxidans decreased to around
2 after 4 days. After 6 days incubation in shaking flasks at 30°C and 160
rpm, up to 99% of chromium was solubilized from tannery sludge. When treated
in a 2 L bubble column bioreactor for 5 days at 30°C and aeration of 0.5
vvm, 99.7% of chromium was leached from tannery sludge (Wang
et al., 2007).
The naturally occurring microbes have enough potential to mitigate the excessive
contamination of their surroundings and can be used to reduce the metal concentrations
in aqueous solutions in a specific time frame. Microbes are isolated, keeping
the natural selection in the view, from the tannery effluent since microbes
present in the effluent exposed to the various types of stresses and metal stress
is one of them. Investigations include the exposure of higher concentrations
of Cr(VI) 1.0 to 4.0 mg l-1 to the bacteria predominant on the agar plate. The
short termed study (72 h) of biosorption showed significant reduction of metal
in the media especially in the higher concentrations with a value from 1.0±0.02,
2.0±0.01, 3.0±0 and 4.0±0.09 at zero h to 0.873±0.55,
1.840±1.31, 2.780±0.03 and 3.502±0.68 at 72 h, respectively
(Srivastava et al., 2008).
A Gram-positive, chromium (Cr) resistant bacterial strain from effluent of
tanneries, grown in media containing potassium dichromate concentration up to
80 mg mL-1 has the reducing capability Cr (VI). The influencing factors
are pH of the medium, concentration of Cr and the amount of the inoculum. A
study was conducted to determine the ability of the bacterium to reduce Cr (VI)
in the medium before and after introduction of bacterial culture under various
conditions containing dichromate 20 mg mL-1 more than 87% reduction
of dichromate ions was achieved within 72 h (Shakoori et
Bacterial strains Acinetobacter sp. grown in the presence of minimal
salt medium and pentachlorophenol (PCP) as sole carbon source showed higher
utilization of PCP and adsorption of chromium. In sequential bioreactor, tannery
effluents treated initially by bacterial consortium followed by fungus removed
90 and 67% chromium and PCP, respectively, whereas in another set of bioreactor
in which effluents was treated initially by fungi followed by bacteria removes
64.7 and 58% of chromium and PCP, respectively (Srivastava
et al., 2007).
Algae namely, Spirogyra condensata and Rhizoclonium hieroglyphicum
were employed to remove chromium from tannery effluent. The effect of pH and
chromium concentration show that S. condensata exhibit maximum uptake
of about 14 mg Cr(III)/g of algae at optimum pH of 5 whereas R. hieroglyphicum
had 11.81 mg of Cr(III)/g of algae at pH of 4. Increase of initial concentration
of Cr resulted to a decrease in adsorption efficiency. Dilute sulphuric acid
(0.1 M) shows good desorption efficiency (>75%). Interference from cations
negatively impacted on biosorption of chromium. Immobilized algae on Amberlite
XAD-8 in a glass column, gives better recovery of chromium in tannery effluent
compared to a batch method with unimmobilized algae. Fourier transform infra
red (FT-IR) analysis of the two algae revealed the presence of carboxyl groups
as possible binding sites (Onyancha et al., 2008).
Srivastava and Thakur (2006) evaluated the potential
of Aspergillus sp. for the removal of chromium in shake flask culture
at different pH, temperature, inoculum size, carbon and nitrogen source. The
maximum chromium was removed at pH-6; temperature-30°C, sodium acetate-
0.2% and yeast extract - 0.1%. Aspergillus sp. was applied in 2 L bioreactor
for removal of chromium and it was observed that 70% chromium was removed after
The tannery effluent carrying hazardous Cr (VI) species due to the oxidation of Cr (III) species is found to pollute the soil and the ground water. Biosorption of the Cr (VI) onto the cell surface of Trichoderma fungal species in aerobic condition. Batch experiments were conducted with various initial concentrations of chromium ions to obtain the sorption capacity and isotherms. The results obtained at pH 5.5 of chromium solution were 97.39% reduction by non pathogenic species of Trichoderma. It was found that the sorption isotherms of fungi for Cr (VI) appeared to fit Freundlich models. The fungal surfaces showed efficient biosorption for Chromium in Cr+6oxidation state. Best results for sorption were obtained at 5.5-5.8 pH, at low or high pH values, Cr (VI) uptake was significantly reduced.
Biological wastes (sawdust, rice husk, coir pith and charcoal) and a naturally
occurring mineral (vermiculite) were successfully used to reduce the Cr concentrations
in tannery effluent. Batch and column experiments were performed and the adsorption
capacities of the substrates were also evaluated using isotherm tests and computing
distribution co-efficient. The sawdust exhibited a higher adsorption capacity
(k = 1482 mg kg-1), followed by coir pith (k = 159 mg kg-1).
The biosorbent and mineral vermiculite in columns were found very effective
in removing Cr from tannery effluent. About 94% removal of Cr was achieved by
a column of coir pith and equally (93%) by a column containing a mixture of
coirpith and vermiculite (Sumathi et al., 2005).
This review article examines the extent of pollution created by tanneries and the different biological processes available for the treatment and disposal of tannery wastewater. The advanced methods like membrane filtration, oxidation by ozone are being field trials. Biological treatment methods appear to be a better choice for the removal of color and organic content; however, some of the questions are yet to be answered on its process efficiency. This is because of the lack of information on various aspects such as desirable influent COD, optimal level of volatile fatty acids (VFA) concentration in the reactor, the reliable estimates of the bio kinetic constants and their dependence on the substrate levels. In the field of wastewater treatment, it is generally accepted that anaerobic treatment is less energy-intensive and, hence, preferable to aerobic treatment. This review shows that the anaerobic treatment facility is superior in most respects for the treatment of tannery wastewater. The application of combined process of physical or chemical with biological process to treat tannery wastewater would give satisfactory results compared to individual treatment processes
Ahn, D.H., W.S. Chang and T.I. Yoon, 1999. Dyestuff wastewater treatment using chemical oxidation, physical adsorption and fixed bed biofilm process. Process Biochem., 34: 429-439.
Apaydin, O., U. Kurt and M.T. Gonullu, 2009. An investigation on the tannery wastewater by electrocoagulation. Global NEST J., 11: 546-555.
Direct Link |
Ates, E., D. Orhon and O. Tunay, 1997. Characterization of tannery wastewater for pretreatment-selected case studies. Water Sci. Technol., 36: 217-223.
Banas, J., E. Plaza, W. Styka and J. Trela, 1999. SBR technology used for advanced combined municipal and tannery wastewater treatment with high receiving water standards. Water Sci. Technol., 40: 451-458.
Direct Link |
Banu, J.R. and S. Kaliappan, 2007. Treatment of tannery wastewater using hybrid upflow anaerobic sludge blanket reactor. J. Environ. Eng. Sci., 6: 415-421.
Direct Link |
Calheiros, C.S., A.O. Rangel and P.M. Castro, 2008. Evaluation of different substrates to support the growth of Typha latifolia in constructed wetlands treating tannery wastewater over long-term operation. Bioresour. Technol., 99: 6866-6877.
Chung, Y.J., H.N. Choi, S.E. Lee and J.B. Cho, 2004. Treatment of tannery wastewater with high nitrogen content using anoxic/oxic Membrane Bio-Reactor (MBR). J. Environ. Sci. Health A., 39: 1881-1890.
Direct Link |
Di Iaconi, C., A. Lopez, R. Ramadori, A.C. Di Pinto and R. Passino, 2002. Combined chemical and biological degradation of tannery wastewater by a periodic submerged filter. Water Res., 36: 2205-2214.
Eckenfelder, W.W., 2002. Industrial Water Pollution Control. McGraw-Hill, Singapore.
Farabegoli, G., A. Carucci, M. Majone and E. Rolle, 2004. Biological treatment of tannery wastewater in the presence of chromium. J. Environ. Manage., 71: 345-349.
Ganesh, R., G. Balaji and R.A. Ramanujam, 2006. Biodegradation of tannery wastewater using sequencing batch reactor-respirometric assessment. Bioresour. Technol., 97: 1815-1821.
Genschow, E., W. Hegemann and C. Maschke, 1996. Biological sulfate removal from tannery wastewater in a two-stage anaerobic treatment. Water Res., 30: 2072-2078.
Goltara, A., J. Martinez and R. Mendez, 2003. Carbon and nitrogen removal from tannery wastewater with a membrane bioreactor. Water Sci. Technol., 48: 207-214.
Haydar, S., J.A. Aziz and M.S. Ahmad, 2007. Biological treatment of tannery wastewater using activated sludge process. Pak. J. Eng. Applied Sci., 1: 61-66.
Direct Link |
Jawahar, A.J., M. Chinnadurai, J.K.S. Ponselvan and G. Annadurai, 1998. Pollution from tanneries and options for treatment of effluent. Ind. J. Environ. Protec., 18: 672-672.
Jochimsen, J.C., H. Schenk, M.R. Jekel and W. Hegemann, 1997. Combined oxidative and biological treatment for separated streams of tannery wastewater. Water Sci. Technol., 36: 209-216.
Direct Link |
Kadam, R.V., 1990. Treatment of tannery wastes. Ind. J. Environ. Protec., 10: 212-212.
Khan, S.R., M.A. Kawaja, A.M. Khan, H. Ghani and S. Kazmi, 1999. Environmental impacts and mitigation costs associated with cloth and leather exports from Pakistan. A Report on Trade and Sustainable development Submitted by Sustainable Development Policy Institute and IUCNP to IISD Canada for the IISD/IUCN/IDRC Project on Building Capacity for Trade and Sustainable Development in Developing Countries, Islamabad.
Kongjao, S., S. Damronglerd and M. Hunsom, 2008. Simultaneous removal of organic and inorganic pollutants in tannery wastewater using electrocoagulation technique. Korean J. Chem. Eng., 25: 703-709.
Direct Link |
Koteswari, Y.N. and R. Ramanibai, 2003. The effect of tannery effluent on the colonization rate of plankets: A microcosm study. Turk. J. Biol., 27: 163-170.
Direct Link |
Lefebvre, O., N. Vasudevan, M. Torrijos, K. Thanasekaran and R. Moletta, 2005. Halophilic biological treatment of tannery soaks liquor in a sequencing batch reactor. Water Res., 39: 1471-1480.
Lefebvre, O., N. Vasudevan, M. Torrijos, K. Thanasekaran and R. Moletta, 2006. Anaerobic digestion of tannery soak liquor with an aerobic post-treatment. Water Res., 40: 1492-1500.
Leta, S., F. Assefa, L. Gumaelius and G. Dalhammar, 2004. Biological nitrogen and organic matter removal from tannery wastewater in pilot plant operations in Ethiopia. Applied Microbiol. Biotechnol., 66: 333-339.
Direct Link |
Mandal, T., S. Maity, D. Dasgupta and S. Datta, 2010. Advanced oxidation process and biotreatment: Their roles in combined industrial wastewater treatment. Desalination, 250: 87-94.
Mazumder, D., S. Mukherjee and P.K. Ray, 2008. Treatment of tannery wastewater in a hybrid biological reactor. Int. J. Environ. Pollut., 34: 43-56.
Direct Link |
Munz, G., D. De Angelis, R. Gori, G. Mori, M. Casarci and C. Lubello, 2009. The role of tannins in conventional and membrane treatment of tannery wastewater. J. Hazard. Mater., 164: 733-739.
Munz, G., R. Gori, G. Mori and C. Lubello, 2007. Powdered activated carbon and membrane bioreactors (MBRPAC) for tannery wastewater treatment: Long term effect on biological and filtration process performances. Desalination, 207: 349-360.
Murugesan, V. and R. Elangoan, 1994. Biokinetic parameters for activated sludge process treating vegetable tannery waste. Ind. J. Environ. Protec., 14: 511-515.
Nandy, T., S.N. Kaul, S. Shastry, W. Manivel and C.V. Deshpande, 1999. Waste-water management in cluster of tanneries in Tamilnadu through implementation of common treatment plants. J. Sci. Ind. Res., 58: 475-516.
Onyancha, D., W. Mavura, J.C. Ngila, P. Ongoma and J. Chacha, 2008. Studies of chromium removal from tannery wastewaters by algae biosorbents, Spirogyra condensata and Rhizoclonium hieroglyphicum. J. Hazard. Mater., 158: 605-614.
CrossRef | PubMed | Direct Link |
Orhon, D., E. Ates and S. Sozen, 2000. Experimental evaluation of the nitrification kinetics for tannery wastewaters. Water SA, 26: 43-52.
Direct Link |
Rajamani, S., R. Suthathrarajan, E. Ravindranath, A. Mulder, J.W.V. Groenestijn and J.S.A. Langerwerf, 1997. Treatment of tannery wastewater using Upflow Anaerobic Sludge Blanket (UASB) system. Proceedings of the 31st Leather Research Industry Get-Together, (LRIGT`97), Central Leather Research Institute, Adyar, India, pp: 57-57.
Rajamani, S., T. Ramasami, J.S.A. Langerwerf and J.E. Schappman, 1995. Environmental management in tanneries-feasible chromium recovery and reuse system. Proceedings of the 3rd International Conference on Appropriate Waste Management Technologies for Developing Countries, (AWMTDC`95), Nagpur, India, pp: 965-969.
Rajasimman, M., M. Jayakumar, E. Ravindranath and K. Chitra, 2007. Treatment of solid and liquid wastes from tanneries in an UASB reactor. Proceedings of the 60th Annual Session of Indian Institute of Chemical Engineers, CHEMCON-2007, Kolkatta, India.
Ram, B., P.K. Bajpai and H.K. Parwana, 1999. Kinetics of chrome-tannery effluent treatment by the activated-sludge system. Process Biochem., 35: 255-265.
Ramteke, P.W., S. Awasthi, T. Srinath and B. Joseph, 2010. Efficiency assessment of Common Effluent Treatment Plant (CETP) treating tannery effluents. Environ. Monitor. Assess., 169: 125-131.
Ryu, H., S. Lee and K. Chung, 2007. Chemical oxygen demand removal efficiency of biological treatment process treating tannery wastewater following seawater flocculation. Environ. Eng., 24: 394-399.
Direct Link |
Schrank, S.G., H.J. Jos, R.F.P.M. Moreira and H.F. Schroder, 2003. Fentons oxidation of various-based tanning materials. Desalination, 50: 411-423.
Sekaran, G., K. Chitra, M. Mariappan and K.V. Raghavan, 1996. Removal of sulphide in anaerobically treated tannery wastewater by wet air oxidation. J. Environ. Sci. Health A., 31: 579-598.
Direct Link |
Shakoori, A.R., M. Makhdoom and R.U. Haq, 2000. Hexavalent chromium reduction by a dichromate-resistant gram-positive bacterium isolated from effluents of tanneries. Applied Microbiol. Biotechnol., 53: 348-351.
Sivaprakasam, S., S. Mahadevan, S. Sekar and S. Rajakumar, 2008. Biological treatment of tannery wastewater by using salt-tolerant bacterial strains. Microbial. Cell Fact., 7: 15-15.
Song, Z., C.J. Williams and R.G.J. Edyvean, 2003. Tannery wastewater treatment using an Upflow Anaerobic Fixed Biofilm Reactor (UAFBR). Environ. Eng. Sci., 20: 587-599.
Direct Link |
Song, Z., C.J. Williams and R.G.J. Edyvean, 2004. Treatment of tannery wastewater by chemical coagulation. Desalination, 164: 249-259.
Direct Link |
Sreeram, K.J. and T. Ramasami, 2003. Sustaining tanning process through conservation, recovery and better utilization of chromium. Resourc. Conserv. Recycling, 38: 185-212.
Direct Link |
Srivastava, J., H. Chandra, K. Tripathi, R. Naraian and K.R. Sahu, 2008. Removal of chromium (VI) through biosorption by the Pseudomonas spp. isolated from tannery effluent. J. Basic Microbiol., 48: 135-139.
CrossRef | PubMed | Direct Link |
Srivastava, S. and I.S. Thakur, 2006. Isolation and process parameter optimization of Aspergillus sp. for removal of chromium from tannery effluent. Bioresour. Technol., 97: 1167-1173.
Srivastava, S., A.H. Ahmad and I.S. Thakur, 2007. Removal of chromium and pentachlorophenol from tannery effluents. Biores. Technol., 98: 1128-1132.
Stoop, M.L.M., 2003. Water management of production systems optimized by environmentally oriented integral chain management: Case study of leather manufacturing in developing countries. Technovation, 23: 265-278.
Sumathi, K.M.S., S. Mahimairaja and R. Naidu, 2005. Use of low-cost biological wastes and vermiculite for removal of chromium from tannery effluent. Bioresour. Technol., 96: 309-316.
Szpyrkowicz, L., S.N. Kaul and R.N. Neti, 2005. Tannery wastewater treatment by electro-oxidation coupled with a biological process. J. Applied Electrochem., 35: 381-390.
Direct Link |
Szpyrkowicz, L., S.R. Stern and F.Z. Grandi, 1991. Nitrification and denitrification of tannery wastewaters. Water Res., 25: 1351-1356.
Tare, V., S. Gupta and P. Bose, 2003. Case studies on biological treatment of tannery effluents in India. J. Air Waste Manage. Assoc., 53: 976-982.
Thanigavel, M., 2004. Biodegradation of tannery effluent in fluidized bed bioreactor with low density biomass support. M.Tech. Thesis, Annamalai University, Tamilnadu, India.
Uberoi, N.K., 2003. Environmental Management. Excel Books Publisher, New Delhi, pp: 269.
Vankar, P.S. and D. Bajpai, 2008. Phyto-remediation of chrome-VI of tannery effluent by Trichoderma species. Desalination, 222: 255-262.
Verheijen, L.A.H.M., D. Weirsema, L.W. Hwshoffpol and J. Dewit, 1996. Live Stock and the Environment: Finding a Balance Management of Waste from Animal Product Processing. International Agriculture Centre, Wageningen, The Netherlands.
Vidal, G., J. Nieto, K. Cooman, M. Gajardo and C. Bornhardt, 2004. Unhairing effluents treated by an activated sludge system. J. Hazard. Mater., 112: 143-149.
Vijayaraghvan, K. and D.V.H. Murthy, 1997. Effect of toxic substances in anaerobic treatment of tannery wastewater. Bioprocess Biosyst. Eng., 16: 151-155.
Direct Link |
Wang, Y.S., Z.Y. Pan, J.M. Lang, J.M. Xu and Y.G. Zheng, 2007. Bioleaching of chromium from tannery sludge by indigenous, Acidthiobacillus thiooxidans. J. Hazard. Mater., 147: 319-324.
Direct Link |
Wiegant, W.M., T.J.J. Kalker, V.N. Sontakke and R.R. Zwaag, 1999. Full scale experience with tannery water management: An integrated approach. Water Sci. Technol., 39: 169-176.
Direct Link |
Wiemann, M., H. Schenk and W. Hegemann, 1998. Anaerobic treatment of tannery wastewater with simultaneous sulphide elimination. Water Res., 32: 774-780.
Direct Link |