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Dhamotharan R, Murugesan S, Yoganandam M. Bioremediation of tannery effluent using Cyanobacterium. Biosci Biotechnol Res Asia 2008;5(1)
Manuscript received on : 18/04/2008
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Published online on:  10-02-2016
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Bioremediation of tannery effluent using Cyanobacterium

R. Dhamotharan1, S. Murugesan2 and M. Yoganandam3

1PG and Research Department of Plant Biology and Plant Biotechnology, Presidency College, Chennai - 05 India.

2Unit of Environmental Sciences and Algal Biotechnology, PG and Research Department of Botany, Pachaiyappa’s College, Chennai - 30 India.

3Department of Industrial Biotechnology, MGR University, Chennai - 95 India.

Corresponding Author E-mail: murugesan5@yahoo.com

ABSTRACT: The healthier industry is indeed booming in our economy but the wastes given off from tannery contribute towards the problem of pollution. Bioremediation of metals by cyanobacteria has been recognized as a potential alternative for the existing technologies for removal of metal pollutants from industrial or urban wastewater. The heavy metal chromium, discharged from tanneries causes photo toxicity, and also enters the food chain resulting in toxins found in is extremely in animals and carcinogenic in nature to human beings. In study showed, chromium removal by using cyanobacterium, the potential of cyanobacterium, for bioremediation of metals has been studied. They are found to accumulate in metals by means of metabolic dependence uptake systems or by adsorption on to cell wall surfaces and external envelopes. The present study also reveals that cyanobacterium Oscillatoria sp is a bioremediation agent which brings about the reduction of metals which cause pollution. It is also observed to serve as a simple and sensitive, bio-economic component of the rapid tannery recycling process of effluents.

KEYWORDS: Tannery effluent; Oscillatoria sp; Bioremediation

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Dhamotharan R, Murugesan S, Yoganandam M. Bioremediation of tannery effluent using Cyanobacterium. Biosci Biotechnol Res Asia 2008;5(1)

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Dhamotharan R, Murugesan S, Yoganandam M. Bioremediation of tannery effluent using Cyanobacterium. Biosci Biotechnol Res Asia 2008;5(1). Available from: https://www.biotech-asia.org/?p=6588

Introduction

One of the major industries giving off wastewater and causing great concern is the pollution from India’s leather industry. The problem of treatment of the wastewater is also as old as the industry itself. The effluent from the tannery contain chromium which when discharged on land surface is used for irrigational purposes.  Presence of excess amount of chromium beyond the permissible limit makes it unsuitable for growth of crops (Berka and Kanta Bokaria, 1999).  Several reports have confirmed the presence of high levels of ammonia, copper, chromium, cadmium, iron, manganese and lead which are toxic in nature tannery wastewater. Biological methods reported to be very effective in reduction of the pollution load of the effluent (Chakraborthy, 1985); (Ryan, 1988). . In the environment, chromium (Cr6+) compounds are comparatively more toxic than those of trivalent chromium (Cr3+) (Ishibashi et al., 1990); (Katza, 1991).  Bioremediation of heavy metals by microorganisms has been recognized as a potential for alternative existing technologies in the removal of metal pollutants from industrial or urban waste. The potential of Cyanobacteria for bioremediation of chromium has been well documented as these can accumulate or remove metals by means of metabolic dependence uptake systems or by adsorption on to cell wall surfaces and external envelopes.  They are found to be very effective in removal of absorption of chromium. The study showed that cyanobacterium Oscillatoria sp has been used for the purification and recycling of tannery wastewater.

Materials and Methods

Tannery effluent was collected from Chrompet (a suburb of Chennai).  In order to select an organism for the treatment process, cyanobacterial populations were collected from different places from where the effluent was collected, isolated and identified by using the standard manual (Desikachary, 1959) and were maintained in CFTRI medium (1985).  The following taxa was collected and identified. Chroococcus, Oscillatoria, Lyngbya, Scytonema and Spirulina sp and indicate the polluted status of the water body. Among the various cyanobacteria, Oscillatoria sp alone acclimatized well with the tannery effluent, and this was why the organism was selected for the treatment process.  To study the role of cyanobacterium in tannery effluent, the following protocols were employed. i) Effluent treated with Oscillatoria sp and ii) Effluent treated without Oscillatoria sp (control).  Experiments were conducted in trials and repeated three times. Two ml of uniform suspension of Oscillatoria sp as initial inoculums in each flask containing 2 liters of effluent The experiment was conducted for a total duration of 30 days under laboratory condition.  Samples were periodically (every 6th day) analyzed for various physico-chemical parameters using standard methods4.  The effluent was dark red in colour, the growth of Oscillatoria sp was very slow.  However, the growth of alga was enhanced after fifteen days. Therefore a period of one month was provided to observe the exponential growth of alga.

Results and Discussion

As the problem of effluent disposal consists of complex dimensions, it becomes essential either to find a suitable safe disposal of these wastes or to suggest a novel use, considering them as by-products.  Until then these would remain as accumulated wastes, significantly threatening to environmental pollution. The results of biodegradation studies are illustrated in Table 1.

Table.1 Physico-chemical characteristics of Oscillatoria sp control and treated with tannery effluent.

 

S.No

 

Parameter

 

Control

 

Final

%  of Reduction

 

1 Colour Black Green
2 pH 4.41 7.8 +5.65
3 Alkalinity tot 452 268 40.70
4 Iron 4.55 1.22 73.18
5 Total Kjedal Nitrogen 61.6 2.24 96.36
6 BOD 1590 535 66.35
7 COD 5526 2608 52.80
8 Cadmium 0.00216 0.00062 71.29
9 Copper 0.0301 0.00065 97.84
10 Chromium 1.929 0.593 69.25
11 Zinc 0.151 0.093 38.41

In the present study, pH was found to increase in tannery effluent treated with alga, whereas there was no change in pH in control (Fig.1a).  Interestingly, the pH of the tannery effluent increased from 5.1 to 7.8. Along the limited nutrients from wastewater for improvement of over growth metabolism, they produce oxygen.  The byproduct oxygen released during algal metabolism was utilized by the aerobic bacteria for biological oxidation of dissolved organics in effluent.  These bacteria oxidize the effluent into simpler compounds which could serve as a carbon source for algal species.  The Oscillatoria sp and aerobic bacteria thus showed mutualism in the culture unit proving their co-metabolism in tannery effluent treatment. The present study shows as pH is observed to increase on the 6th day itself. Manoharan and Subramanian (1992a,b) found a rise in pH value upto 10th day of growth in paper mills wastewater.

Figure 1: Changes in the concentrations of a) pH b) alkalinity c) c) Iron d) Nitrogen. e) BOD f) COD g) Cadmium h) Copper i) Chromium and j) Zinc. Figure 1: Changes in the concentrations of a) pH b) alkalinity c)  c) Iron d) Nitrogen. e) BOD f) COD g) Cadmium h) Copper i) Chromium and j) Zinc.

 

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Initially there was no carbonate, but fairly high levels of bicarbonate were present with the maximum level in treated effluent. The reduction of this carbonate source effectively by Oscillatoria sp as observed can be seen in the table (Fig.1b). The decrease in alkalinity was 40.70 percent at the end of the experiment. The ability to utilize bicarbonate has been demonstrated in a variety of algae (Beardall et al., 1976); (Jolliffe and Tregunna, 1970)..

In the study, 73.18 present iron was removed from the tannery effluent when treated with Oscillatoria sp (Fig.1c).  Most of algal forms occurring in the polluted fields have a well defined sheath.  Only the ensheathed forms of blue-green algae were found to be tolerating high concentrations of industrial effluents in laboratory culture (Adihary and Sahu, 1988). Thus it is fairly convincing that these outermost surface structures play an important role for forming ensheathed forms of blue green algae to thrive under adverse conditions.

The study also showed the reduction of 96.36 percent total nitrogen from the tannery effluent treated with Oscillatoria sp (Fig.1d).  The nitrogen utilization by algae was significant as its growth rate was much higher. The reduction of nitrogen due to nitrification was marginal as the concentration of NO2-N and NO3-N were low in the treated wastewater.

The study, also revealed that the BOD was reduced to 66.35 percent in the tannery effluent when treated with Oscillatoria sp (Fig.1e). In this case the combined effect of Oscillatoria sp with natural population of microbes resulted in significant reduction of BOD. The importance of algal-bacterial symbiosis in BOD reduction has already been well established (Ganapathy and Amin, 1972). The use of acclimatized algal cultures in considerably reducing BOD with different effluents including tannery was also reported (Manoharan and Subramanian, 1992b).

COD is generally considered a major indicator of organic pollution in water.  It was observed that when tannery effluent was inoculated with Oscillatoria sp the COD values were found to decrease from  6th day onwards. The decrease in COD was 52.08 percent at end of the experiment (Fig.1f). This implied that Oscillatoria sp utilizes the organic matter in the effluent and intermediate metabolite which are not further oxidisable.  The use of algal cultures for reducing COD from different types of wastewater has also been reported (Govindan, 1984; (Manoharan and Subramanian, 1992a, b).

Tannery effluent contains an appreciable amount of heavy metals which can pollute the water and soil (Koe et al., 1976). Heavy metals not only cause, photo toxicity (Saxsexa et al., 1991; Sharma and Bisht, 1990), but also enter into the food chain resulting in toxicity in animals and cariconogeny in human being. Among the heavy metals (cadmium, copper, zinc and chromium) reduction of cadmium was maximum (97.84%) when the effluent was treated with Oscillatoria sp. (Fig.1g). The toxicity of a metal may depend on the mechanism and efficiency of the uptake.

Many cyanobacteria require combined inorganic nitrogen sources for growth.  Such an obligate requirement for growth may not be exhibited by hetrocystous forms which thrive in low nitrogen environment and fix nitrogen (Fogg, 1974). In the present study the copper reduction occurs up to 97.84 percent when the effluent treated with Oscillatoria sp (Fig.1h).  Similar observations were made by (Rana and Kumar, 1974) with zinc and by (Dashora and Gupta, 1978) with copper. The results thus suggested that nutritional status of an organism may be an important factor while determining heavy metal toxicity.

Chromium may cause serious harm to the human and animal metabolic systems. Excess chromium interferes with the wastewater treatment to a great extent (Law, 1977).  The chromium concentration in the effluent was found to be 1.929 mg/L and a maximum of 69.25 percent reduction was observed when the tannery effluent was treated with Oscillatoria sp (Fig.1i).  It was observed that as the pH increases, the floc formed is more which carries the suspended particles and the removal of chromium along with other contaminants increases till its optimum pH.  From the analysis, it is found that the Oscillatoria sp is most economical in removal of chromium and other toxic substances from effluents.

In the study the zinc reduction occurs up to 38.41 percent when the effluent treated with Oscillatoria sp (Fig.1j).  Zinc is an essential element for many enzymatic activities ((Cheblowshi and Coleman, 1986) in plants.  However, zinc at toxic concentration affects the growth and metabolism of green plants (Shrotri et al., 1981).  The effect of heavy metals on growth on different organisms i.e. Nostoc muscurum, Anabaena azollae, Hapalosiphon stuhlmani, Chlorogloea fritschii, Synechocystis sps were studied by (Pandey Usha, and Pandey, 1959); (Reddy et al., 1997).

This study thus established the fact that the cyanobacteria Oscillatoria sp can be used as a bioremediation agent as it brings about reduction of pollutants like inorganic, organic and heavy metals. Furthermore, the better performance in field conditions gave positive indication of their usefulness in treatment of tannery wastewater. It is a simple, sensitive, biological, and a rapid effluent treatment agent. The system when standardized would not only be economical but also eco-friendly and sustainable.

 References

  1. Adhikary, S.P. Occurrence of ensheathed blue green algae in the sponge iron factory effluent polluted area. J. O. Bot. Soc 7: 18-23. (1985).
  2. Adhikary, S.P. and J. Sahu, Ecophysiological studies on ensheathed blue-green algae in a distillery effluent polluted area. Env. Ecol. 6: 915-918. (1988).
  3. Admanson, A.W. Effect of chromium in Canadian environment (National Res Council of Canada, Ottawa). No 105017. (1976).
  4. APHA American Public Health Association. Standard methods for the examination of water and waste water,  Washington, D. C, (2000).USA 21th edition Beardall, J.D., Mukerji, D. Glover, H.E. and Morris,I. The pathot carbon in photosynthesis by marine phytoplankton. J. Phycol. 1: 134-41. (1976).
  5. Berka, A.K. and Kanta Bokaria. Effect of tannery effluent on seed germination seedling and chloroplast pigment content in munbean (Vigna radiata, L. Wilczek). Environ., Ecol., 17(4), 958-961. (1999).
  6. Chakraborty, R.N. Some aspects of treatment and disposal of tannery waste.
  7. Symposium on tannery and slaughter house waste treatment. Nation Environmental Engineering Research Institute, Nagpur. (1985).
  8. Cheblowshi, J and Coleman, J.E. Zinc and its role in enzymes. In: Metal ions in biological systems (Biological action of metal ions) Ed: Sigel, H, New York and Basal Marcel Dekker. 61-140. (1986).
  9. Dashora, M.S. and Gupta, R.S.. Effect of chlorine and copper sulphate on growth, physiology  of mixed culture of algae. Ind. J, Environ. Hlth. 20 (1): 50-61. (1978).
  10. Desikachary, T.V. Cyanophyta . Indian  Council  of   Agricultural  Research, New  Delhi. 686 pp.
  11. Fogg, G.E. 1974. Nitrogen fixation in Algal Physiology and Biochemistry, W.D.P. Stewart (Ed.). Blackwell Scient, Publ, Oxford, pp. 560-582. (1974).
  12. Ganapati, S.V. and Amin, P.M. Studies on algal bacterial symbiosis in low cost waste treatment systems.  InL Taxonomy and Biology of BGA (ed.) Desikachary, T.V.  483-493. (1972).
  13. Gottawalder. A. Inhibition effect of chromium on biological wastewater treatment. Leader. 36-37. (1985).
  14. Govindan, V.S. Studies on algae in relation to treatment of dairy wastewater. Indian J. Env. Health. 26: 261-263. (1984).
  15. Govindan, V.S. The treatment of tannery wastewaters by stabilization pond method. Indian J. Env. Hlth.).27: 58-66. (1985
  16. Ishibashi, Y.C. Cervantes and S. Silver. Chromium reduction in Pseudomonas putidaAppl. Environ Microbia.56: 2268-2270. 2. (1990).
  17. Jolliffe, E.A. and Tregunna, E.B. Studies on HCOs in uptake during photosynthesis in benthic marine algae. Phycologia. 9: 293-203. (1970).
  18. Koe, J., Krefft, L and Mazur., T. Investigation into the fertilizing value of tannery sludges: Chemico-physical characteristics of sludges.  Racozniki gleboznaweze. 27: 103-122. (1976).
  19. Law, S.L. Dissolved metals in aqueous effluents from municipal incineration. J. Water Pollut. Control fed. 49:2453. (1977).
  20. Manoharan, C and G. Subramanian. Feasibility studies on using cyanobacteria in ossein effluent treatment.  Indian J. Env. Hlth. 35(2): 88-96. (1993).
  21. Manoharan C., and G. Subramanian. Sewage – cyanobacteria Interaction. A case study. Ind. J. Environ. Proc. 12 (4): 251-258. (1992b).
  22. Manoharan, C. and G. Subramanaian. Interaction between paper mill effluent and the cyanophyacterium Oscillatoria pseudogeminata var. UnigranulataPoll.Res. 11(2):73-84. (1992a).
  23. Pandey Usha and Pandey, J. Effect of cadmium on growth, photosynthesis and N2 fixation of N. muscorum and Cyanophage N-1 resistant mutant. Phykos 33 (1-2): 19-23. Research, New  Delhi. 686 pp.(1959).
  24. Rana, B.C. and Kumar, H.D. Ecophysiological studies on uptake of the pollutants copper, zinc and phosphate by certain algae. Ind. J. Ecol..1: 1-11. (1974)
  25. Reddy, M.N. Ragothaman,. G and Padma, N. Effect of cadmium on the growth of Chlorogloea fritschii and Synechocystis sp. J. Sea Weed Res. Utilizn. 19 (1 & 2): 81-94. (1997).
  26. Ryan, J.R. et al. Biological treatment of hazardous waste. Civil Engg. 58-65. (1988). Saxsena,K. Rao, M.V. and Dubey, P.S. Lead accumulation and its effects on Sorghum, maize and wheat grown adjacent to highway. Indian J. environ Hlth. 33: 74-79.(1991).
  27. Sharma and Bisht. Effects of chromium, iron, manganese, zinc and copper in HD wheat (Triticum aestivum, L). Indian J. Agri. Sci. 360: 825-826. (1990).
  28. Shrotri, C.K. Rathore, V.S. and Mohanty,P. Studies on photosynthetic electron transport, phosphorylation and CO2 fixation in Zn deficient leaf cells of Zea mays. J. Plant. Natr. 3: 353-954. (1981).
  29. Srivastava,A. Pathak, A.N. Status report on tannery wastes with special reference to tanneries at Kanpur, U.P. J. Scientific Industrial Res.58: 8. 453-459. . (1997).
  30. Katza, S.A. The analytical biochemistry of chromium. Env. Health Perspect. 92:13-16. (1991).
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