Acid azo dye remediation in anoxic–aerobic–anoxic microenvironment under periodic discontinuous batch operation: Bio-electro kinetics and microbial inventory
Highlights
▸ C.I. Acid black 10B degradation was studied in periodic discontinuous batch operation. ▸ Anoxic–aerobic–anoxic microenvironment showed good removal of azo dye. ▸ Azo-reductase and dehydrogenase activity were monitored during dye degradation. ▸ Tafel analysis and bioprocess parameters correlated well with dye removal. ▸ Presence of specific organism capable of dye degradation was observed.
Introduction
Synthetic dyes are aromatic organic colorants, which have potential industrial applications. Generally, dyes are classified based on their chemical and application classes. Among the chemical class, the azo dyes are more versatile and accounts to be more than half of the annual dye production. These dyes are characterized by the presence of diazotized amine coupled to an amine or a phenol and contain one or more azo linkages which are extensively used in industries such as textile, food, cosmetics, leather tanning and plastic for colorization (Chun et al., 2006, Ong et al., 2010). Azo dyes are also used in simple diazotization reaction during synthesis (Telke et al., 2008). About 10–90% of unfixed dyes during the dying process get discharged through the effluents (Abadulla et al., 2000). Release of these dyes into environment causes adverse impact on the aquatic ecosystem both physically and chemically. Azo dyes are also considered to be toxic to the aquatic biota and are reported to be carcinogenic to the humans (Yahagi et al., 1975).
Dye bearing effluents are typically characterized by residual color, excess salts and low biodegradability (high COD with relatively low BOD), which requires treatment prior to their discharge. The overall cost, regeneration, secondary pollutants, interference by other wastewater constituents and residual sludge generation associated with physico-chemical methods limits their usage in spite of their efficiency in dye removal (Davies et al., 2005, Venkata Mohan et al., 2002, Venkata Mohan et al., 2005a). Alternatively, biological processes are considered to be advantageous compared to the physico-chemical methods due to their eco-friendly nature (Davies et al., 2005, Katuri et al., 2009, Venkata Mohan et al., 2005a, Venkata Mohan et al., 2007a). However, biological treatment of dye containing wastewater is particularly challenging due to the recalcitrant and inhibitory nature of these compounds when they serve as microbial substrates (Venkata Mohan et al., 2007a). Azo dyes are recalcitrant to the microbial degradation due to their complex aromatic molecular structures. Strong electron withdrawing property of the azo group protects against oxygenases, which makes aerobic treatment processes less feasible (Carliell et al., 1995). Alternatively, anaerobic metabolic function facilitates reductive breakdown of azo dye molecule by cleaving the azo bond to the corresponding colorless aromatic amines. These aromatic amine residues from anaerobic decolorization resist further anaerobic degradation due to their mutagenic nature (Basibuyuk and Forster, 1997, Ong et al., 2005). On the contrary, aromatic amines could be mineralized in aerobic microenvironment by non-specific enzymes through hydroxylation and ring-fission of aromatic compounds (O’Neill et al., 2000, McMullan et al., 2001, Ong et al., 2005). The anaerobic process is seldom capable of degrading the dye molecule while anaerobic process alone cannot handle the complete mineralization of the dye molecule. To overcome the problem of recalcitrance of azo dye, combined anaerobic–aerobic treatment can efficiently remove color while simultaneously degrade the organic matter (Fu et al., 2001, O’Neill et al., 2000, Ong et al., 2005, Venkata Mohan et al., 2007a).
Periodic discontinuous batch reactor (PDBR) also called as sequencing batch reactor (SBR) has considerable feasibility to include anoxic microenvironment along with aerobic condition during the cycle operation. This integration facilitates a combination of reductive and oxidative steps in a single reactor. PDBR is a batch analog process contrary to the continuous process. From the process engineering point of view, PDBR can be distinguished by the enforcement of controlled short-term unsteady state conditions leading to stable steady state conditions in the long run (Wilderer et al., 2001, Venkata Mohan et al., 2005b). Operating at the steady state conditions as a function of either organic/nutrient load or reactor microenvironment thereby controls the distribution and physiological state of the microorganisms. The periodic operation also imposes selective pressures that can select a defined population which are able to degrade complex compounds (Buitron et al., 2004). This process is gaining high popularity for the biological treatment of industrial wastewater (Venkata Mohan et al., 2005b, Venkata Mohan et al., 2007b) and mineralization of azo based compounds (Fu et al., 2001, Ong et al., 2005, Buitron et al., 2004, Venkata Mohan et al., 2007a). Due to the flexibility of combining multiple microenvironments during operation, periodic discontinuous batch process might of significant interest to treat recalcitrant azo dyes. Henceforth, an attempt was made in this communication to evaluate the functional role of anoxic–aerobic–anoxic microenvironments during periodic discontinuous batch mode operation for the treatment of azo-dye bearing wastewater. An attempt was also made to comprehensively understand the process dynamics as a function of dehydrogenase activity, microbial community analysis (microbial inventory) and bio-electro kinetics analysis.
Section snippets
Simulated azo dye wastewater
C.I. Acid black 10B (4-amino-5-hydroxy-3-[(4-nitrophenyl) azo]-6-(phenylazo)-2,7-naphthalene disulfonic acid disodium salt; C22H14N6O9S2Na2; MW, 616.49; CAS No. 1064-48-8), an azo dye belonging to acid application class was used as test dye in this study (Supplementary Fig. 1). The simulated dye wastewater (SDW) was prepared by dissolving 25 mg/l of dye in designed synthetic wastewater [DSW (g/l): glucose-3.0, NH4Cl-0.5, KH2PO4-0.25, K2HPO4-0.25, MgCl2-0.3, CoCl2-0.025, FeCl3- 0.025, ZnCl2
Substrate/dye degradation
Bioreactor with suspended growth configuration was operated in PDBR with cyclic sequence of anoxic–aerobic–anoxic. Initially, the reactor was fed with DSW (without dye; OLR, 1.6 kg COD/m3 – day) and operated for six cycles with a 48 h of retention time to facilitate biomass growth and acclimatization. Subsequently, during startup of 7th cycle, the reactor was fed with synthetic azo dye bearing wastewater (SDW; 25 mg/l) and operated continuously for 20 cycles with a cycle period of 48 h accounting
Conclusions
Experimental data depicted effective performance of aerobic biocatalyst under anoxic–aerobic–anoxic microenvironment for the azo dye removal in periodic discontinuous batch mode operation. Dehydrogenase and azo reductase activities showed gradual increment initially and stabilized supporting the effective dye removal efficiency by the reducing equivalents generated during the inter-conversion reactions. The drop in redox catalytic currents and Tafel analysis also correlated well with the
Acknowledgements
The authors acknowledge the financial support from Department of Biotechnology (DBT), Government of India for the research Grant (BT/PR11070/BCE/08/693/2008). PSB and GV thank Council of Scientific and Industrial Research (CSIR) for providing research fellowship. SVM, PSB, KN and GV wish to thank the Director, CSIR-IICT for his encouragement in carrying out this work.
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