Resistance of anammox granular sludge to copper nanoparticles and oxytetracycline and restoration of performance
Introduction
Nitrogen, one of the most essential nutrients, promote the growth of organisms, while nitrogen pollution has become a worldwide topic in wastewater treatment (Liu et al., 2019). In nitrogen-rich wastewater treatment, it is extremely important to eliminate nitrogen pollution with high removal efficiency (Zhang et al., 2018a). The anaerobic ammonium oxidation (anammox) is regarded as the preferred nitrogen removal process in the absence of oxygen and organic carbon and has a high nitrogen removal rate (Gao et al., 2014, Kartal et al., 2010); directly ammonium and nitrite can be directly transformed to nitrogen gas (N2) in an anoxic environment (Kang et al., 2019, Zhang et al., 2019a). However, anammox bacteria are very sensitive and vulnerable to various inhibitors in wastewater, such as heavy metals, antibiotics and nanoparticles (NPs) (Zhang et al., 2015a, Zhang et al., 2018c, Zhang et al., 2018b).
Recently, antibiotics have been widely used as health safeguards in both humans and animals, while they have also been extensively detected in wastewater (Meng et al., 2019, Shi et al., 2017, Sun et al., 2019, Yin et al., 2019). Oxytetracycline (OTC), belonging to the broad-spectrum antibiotic tetracycline compounds, was chosen to investigate the antibiotic selection pressure because it is the most commonly used compound in humans and animals (Liu et al., 2016, Yan et al., 2018). The principal sources of antibiotics in the environment include (i) sewage (treated/untreated), (ii) hospitals, (iii) livestock farms/operations (cattle, swine, and poultry), (iv) aquaculture farms, and (v) pharmaceutical industries. Various groups of antibiotics have been frequently detected in the effluents of municipal wastewater treatment plants, surface water, groundwater, and drinking water (Boy-Roura et al., 2018, Cheng et al., 2015, Giebułtowicz et al., 2018, Hu et al., 2018a, Mirzaei et al., 2018). Extremely high concentrations of 50 mg L−1 OTC was observed in the effluent from an OTC manufacturer (Li et al., 2008), while the OTC concentration was estimated at 2.1 mg L−1 in livestock (swine) farms. Therefore, the anammox process as well as functional bacteria would be largely impacted by varying concentrations of antibiotics in wastewater treatment plants (WWTPs). When the OTC concentration reached 2 mg L−1, a decreased anammox bacterial activity of 80% was observed due to the reduction of heme c content (Shi et al., 2017). Another study found that 5 ± 3.5 mg L−1 OTC could completely suppress anammox activity (Noophan et al., 2012). The key functional genes in the anammox system, such as nirS, hzsA, and hdh, also showed conspicuous variations in response to the addition of OTC (Zhang et al., 2019b). In addition, OTC addition retarded the growth rates of anammox bacteria (Zhang et al., 2016). On the other hand, metal nanoparticles (MNPs) have been widely applied in many fields due to their unique properties (Wang and Chen, 2016). Copper nanoparticles (CuNPs) are widely utilized in smelting, rubbers, fuel cells and power stations (Wang et al., 2015, Zhang et al., 2018b), which inevitably leads to their release and causes a potential risk to the environment. Recent studies found that engineered nanomaterials that result in estimated CuNP levels in wastewater from μg L−1 to mg L−1 might cause negative effects on the microorganisms used in wastewater treatment systems (Ganesh et al., 2010, Musee et al., 2011). Wastewater treatment systems, such as denitrification systems (Cheng et al., 2019) and anammox systems (Li et al., 2019, Zhang et al., 2017a), have been significantly impacted due to the introduction of CuNPs. In addition, the released copper ions from CuNPs have been proven to be a vital reason for the toxicity of NPs (Chen et al., 2012, Zhang et al., 2017a). Both antibiotics and NPs ultimately find their way to wastewater; two or more of these substances have been observed in nitrogen-rich wastewater (Michael et al., 2013). To the best of our knowledge, there are no available data evaluating the combined effects of CuNPs and OTC on the anammox process. The coexistence of CuNPs and OTC might lead to accumulation and result in compound pollution in water because of the extensive application of these materials. It is necessary to adequately understand the joint effects of CuNPs and OTC on anammox systems.
Therefore, this study aims to adequately understand the combined effects of CuNPs and OTC on the anammox process. First, the anammox reactor performance under the stress of CuNPs and OTC was investigated. Second, the dynamic characteristics of extracellular microbial products from three reactors in response to variations in CuNPs and OTC were investigated. Finally, the responses of the anammox microbial communities, functional genes and antibiotic resistance genes (tetC, tetG, tetM, and tetX) were analyzed. The outcomes of this study will provide further reference to and meaningful insight into the combined impact of engineered NPs and antibiotics on biological wastewater treatment.
Section snippets
Experimental configuration and operation strategy
Three upflow anaerobic sludge blanket (UASB) reactors with a working volume of 1.0 L, named C0, C1 and C2, were used to investigate the joint effects of CuNPs and OTC. The seed anammox granules were obtained from a stably operated UASB reactors with the high-loaded. The initial biomass of approximately 15.0 g volatile suspended solids (VSS) L−1 was obtained in three reactors, which were placed at the thermostatic (35 ± 1 °C) room with dark. The ammonium, nitrite, minerals and trace elements
Reactors performance under the stress of CuNPs and OTC
Before the addition of CuNPs and OTC, the three reactors were operated for one month with a constant nitrogen loading rate (NLR) of 8.40 kg N m−3 d−1. The total nitrogen removal efficiency (TNRE) and nitrogen removal rate (NRR) were maintained at 80.0% and 7.32 kg N m−3 d−1 in the three reactors (P0). The average effluent concentrations of ammonia and nitrite were 51.2 ± 5.6 and 11.1 ± 1.8 mg L−1, respectively (Fig. 1).
CuNPs and OTC were simultaneously introduced into C1 and C2 (P1) from Day 31
Conclusions
Excellent nitrogen removal capacity was observed during the long-term adaptation in environmentally relevant concentrations (0.5 mg L−1 CuNPs and OTC), whereas sharply deterioration in anammox performance was found under the combined shocks of 5.0 mg L−1 CuNPs and 2.0 mg L−1 OTC. However, the tolerant anammox performance increased, as revealed by the responses of SAA and EPS and the abundance of functional genes and dominant anammox bacteria after the second shock with 2.5 mg L−1 CuNPs and
CRediT authorship contribution statement
Ya-Fei Cheng: Methodology, Investigation, Writing - original draft. Gui-Feng Li: Investigation, Data curation. Wen-Jie Ma: Investigation, Validation. Yuan Xue: Investigation. Qi Liu: Investigation. Zheng-Zhe Zhang: Validation. Ren-Cun Jin: Funding acquisition, Writing - review & editing.
Declaration of Competing Interest
The authors declare that they have no known competing financial interests or personal relationships that could have appeared to influence the work reported in this paper.
Acknowledgment
The authors wish to thank the Zhejiang Provincial Natural Science Foundation of China (No. LR20E080001) for the partial support of this study.
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