Application of an immobilized microbial consortium for the treatment of pharmaceutical wastewater: Batch-wise and continuous studies
Resources and Environmental Technology|Updated:2026-01-06
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Application of an immobilized microbial consortium for the treatment of pharmaceutical wastewater: Batch-wise and continuous studies
Chinese Journal of Chemical EngineeringVol. 29, Issue 1, Pages: 391-400(2021)
Affiliations:
Department of Chemical Engineering, SSN College of Engineering, Kalavakkam, Tamil Nadu,India,603110
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Published:2021
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Shabnam Murshid, Gnana Prakash Dhakshinamoorthy. Application of an immobilized microbial consortium for the treatment of pharmaceutical wastewater: Batch-wise and continuous studies[J]. Chinese Journal of Chemical Engineering, 2021, 29(1): 391-400.
DOI:
Shabnam Murshid, Gnana Prakash Dhakshinamoorthy. Application of an immobilized microbial consortium for the treatment of pharmaceutical wastewater: Batch-wise and continuous studies[J]. Chinese Journal of Chemical Engineering, 2021, 29(1): 391-400.DOI:
Application of an immobilized microbial consortium for the treatment of pharmaceutical wastewater: Batch-wise and continuous studies
a microbial consortium consisting of four bacterial strains was selected for the treatment of pharmaceutical industry wastewater. The consortium was immobilized on a natural support matrix-
Luffa
and used for the treatment of real-time pharmaceutical wastewater in batch and continuous processes. The batch process was carried out to optimize the culture conditions and monitor the enzymatic activity. An array of enzymes such as alcohol dehydrogenase
aldehyde dehydrogenase
monooxygenase
catechol 2
3-dioxygenase and hydroquinol 1
2-dioxygenase were produced by the consortium. The kinetics of the degradation in the batch process was analyzed and it was noted to be a first-order reaction. For the continuous study
an aerobic fixed-film bioreactor (AFFBR) was utilized for a period of 61 days with variable hydraulic retention time (HRT) and organic loading rate (OLR). The immobilized microbes treated the wastewater by reducing the COD
phenolic contaminants and suspended solids. The OLR ranged between (0.56 ± 0.05) kg COD·m
-3
d
-1
to 3.35 kg COD·m
-3
·d
-1
and the system achieved
an average reduction of 96.8% of COD
92.6% of phenolic compounds and 95.2% of suspended solids. Kinetics of the continuous process was interpreted by three different models
where the modified Stover Kincannon model and the Grau second-order model proved to be best fit for the degradation reaction with the constant for saturation value
KL being 95.12 g·L
-1
·d
-1
the constant for maximum utilization of the substrate
U
max
being 90.01 g·L
-1
d
-1
and substrate removal constant
K
Y
was 1.074 d
-1
for both the models. GC-MS analysis confirmed that most of the organic contaminants were degraded into innocuous metabolites.
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