Detection and quantification of bacteria resistant to ampicillin and chloranphenicol in domestic sewage treatment plants

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Abstract

Sewage treatment plants (STP) are among the main sources of dissemination of antibiotic-resistant bacteria (ARB) and antibiotic-resistance genes (ARG) into the environment. This work quantified the occurrence of cultivable ampicilin-resistant and chloramphenicol-resistant bacteria in raw sewage, treated effluent and sludge samples from two full-scale STP over nine months. The STP investigated used the following treatment systems: STP-A used conventional activated sludge system; and STP-B, anaerobic reactors (UASB) followed by percolating biological filters (PBF). Results showed that was more efficient in reducing the concentrations of ampicilin-and chloramphenicol-resistant bacteria (around 1.1 and 0.7 log10 UFC.mL-1, respectively) when compared to STP-B (0.5 log10 UFC.mL-1 removal of cloramphenicol-resistant bacteria and no-removal of ampicilin-resistant bacteria). Sludge samples, from both STP, showed high concentrations of total heterotrophic bacteria (THB; 4.8–7.6 log10 UFC.mL-1) and ARB (3.0– 6.3 log10 UFC.mL-1). Most of the isolated ampicilin-and chloramphenicolresistant strains were identified as members of the Enterobacteriaceae family. Some of the identified species are potential pathogenic bacteria, such as Klebsiella pneumoniae, Aeromonas hydrophila, Escherichia coli, Enterococcus faecium, Salmonella spp. These results call attention to the spread of ARB, potentially pathogenic, in the environment from the final effluent (from secondary effluent) on the STP, regardless of the type of system adopted. It is evident that in order to significantly reduce the concentration of ARB in the treated effluent, it should undergo additional treatment and disinfection.

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Machado, E. C., Leal, C. D., Coelho, B. L., Chernicharo, C. A. de L., & de Araújo, J. C. (2020). Detection and quantification of bacteria resistant to ampicillin and chloranphenicol in domestic sewage treatment plants. Engenharia Sanitaria e Ambiental, 25(6), 847–857. https://doi.org/10.1590/s1413-4152202020180001

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