Decontamination and Ecological Restoration Performance of a Bioretention Cell-Microbial Fuel Cell under Multiple-Antibiotics Stress
Yuan Yan, Yajun Wang, Tianjing Chen, Hongwei Sun +1
AI summary
72% confidenceThis study evaluated a bioretention cell–microbial fuel cell (BRC-MFC) hybrid system for removing antibiotics (ofloxacin and tetracycline) from wastewater under two 45-day stages: single OFLX stress and combined OFLX+TC stress. The system achieved >90% removal of both antibiotics and >90% COD removal, with ~70% TN removal. Notably, low-concentration antibiotics (0.2–1.2 µg·mL⁻¹) significantly enhanced NH₄⁺-N removal (up to 26.57% increase vs. control), while higher concentrations (2.4–3.6 µg·mL⁻¹) suppressed denitrification gene abundance and slightly reduced TN removal. Combined antibiotic stress reduced microbial richness more than single stress, yet the system maintained robust performance through antibiotic-resistant microbiota and iron-mediated complexation.
Key insights
Threshold Low OFLX concentrations (0.2–1.2 µg·mL⁻¹) increased NH₄⁺-N removal by 18–27% vs. control, but high concentrations (2.4–3.6 µg·mL⁻¹) suppressed it to 7–9% enhancement, indicating a biphasic dose–response.
So what. Operators should target influent antibiotic concentrations <1.2 µg·mL⁻¹ to maximize ammonia oxidation; higher loads will shift the system toward nitrification-dominated pathways and reduce overall TN removal.
Mechanism Combined OFLX+TC stress reduced microbial richness (Chao1 index) more severely in Stage II (18–29.5) than Stage I (22–88.5), yet COD and antibiotic removal remained >90%, suggesting functional redundancy masks diversity loss.
So what. Do not rely on microbial diversity indices alone to predict system failure; monitor functional gene abundance (narG, nirS, nosZ) and effluent N-species instead.
Mechanism Tetracycline removal (95.96–99.74%) consistently exceeded ofloxacin removal (91.69–99.57%) across all concentrations, attributed to TC's stronger adsorption and iron-complexation (Fe²⁺–TC red complex formation).
So what. When designing BRC-MFC for mixed antibiotic streams, prioritize iron-containing fillers and activated carbon in the electrode layer; OFLX removal will be the limiting step.
Trade-off TN removal was ~70% in both stages despite >90% COD removal, with nitrification (NH₄⁺-N removal) consistently outpacing denitrification, indicating the submerged anaerobic layer was the bottleneck.
So what. Increase submerged layer depth and anaerobic residence time; prior work showed TN removal increased from −23% to 62% when submerged depth increased from 0 to 60 cm.
Mechanism Antibiotic-resistant bacteria (carrying fluoroquinolone/tetracycline resistance genes) pre-existed in the biofilm, enabling the system to tolerate shock loads without loss of COD removal capacity.
So what. Seed BRC-MFC systems with municipal wastewater biosolids to pre-enrich antibiotic-resistant consortia; this reduces acclimation time and improves shock tolerance.
Contradictions1
Tensions the paper itself points to. Each side quotes the passage it comes from.
Within the paper Antibiotic stress reduced denitrification gene abundance yet TN removal remained stable at ~70%.
One sideTN removal was not significantly inhibited by antibiotics; effluent TN <20 µg·mL⁻¹ in both stages.
“the average TN effluent concentration of each reactor in both stage I and stage II was less than 20 µg·mL⁻¹, which met the primary B standard for urban wastewater treatment plant discharge”
Other sideAddition of TC inhibited expression of microbial denitrification functional genes in a concentration-dependent manner; abundance of denitrifying genes was reduced by antibiotic stress.
“the addition of TC inhibited the expression of microbial denitrification functional genes and the inhibition depended on the concentration of TC”
Authors’ reading. Authors reconcile this by noting that nitrification (NH₄⁺-N removal) consistently exceeded denitrification, and the system's multi-pathway design (plant uptake, root secretions, iron-mediated reduction) compensated for reduced gene expression. The 7 h HRT and anaerobic submerged layer with wood chips provided sufficient residence time for residual denitrification despite gene suppression.
Opportunity areas6
Specific gaps in this paper, with an experiment that would close each.
High No measurement of N₂O or NO₂⁻ accumulation during denitrification under antibiotic stress; only total nitrogen and ammonia nitrogen were tracked.
Text states denitrification genes (nirS, norB, nosZ) were quantified but no effluent N-oxide species were reported. Given that TC reduced denitrification gene abundance, incomplete denitrification could produce N₂O (a potent greenhouse gas) or NO₂⁻ (a toxic intermediate).
Try. Measure effluent NO₂⁻, NO₃⁻, and N₂O (via gas chromatography or HPLC) at each antibiotic concentration (0–3.6 µg·mL⁻¹ OFLX, 0–1.8 µg·mL⁻¹ TC) to identify the denitrification bottleneck and quantify N₂O emissions.
High No systematic variation of cathode or anode potential; electrode potentials and current density were not reported.
The paper mentions MFC operation with a 1000 Ω external resistor but provides no measurement of cell voltage, current, or power output. Antibiotic degradation at the anode is electrochemically driven, yet no electrochemical characterization was performed.
Try. Measure anode potential (vs. Ag/AgCl), cathode potential, cell voltage, and current density across the antibiotic concentration range; correlate with denitrification gene expression and N-species removal to identify optimal operating window.
Medium Hydraulic residence time (HRT) was fixed at 7 h; no variation to test trade-off between contact time and throughput under antibiotic stress.
Text states 'a single intake of 1 h, a hydraulic residence time of 7 h' but does not explore whether shorter HRT (e.g., 3–5 h) would still achieve >90% antibiotic removal while reducing TN removal, or vice versa.
Try. Test HRT = 3, 5, 7, 10 h at fixed antibiotic load (1.2 µg·mL⁻¹ OFLX + 0.6 µg·mL⁻¹ TC) and measure antibiotic removal, TN, NH₄⁺-N, and denitrification gene expression to define the operating window.
Medium No measurement of catholyte pH or dissolved oxygen (DO) in the aerobic surface layer; these are critical for nitrification but were not controlled or reported.
Nitrification (which was enhanced by antibiotics) is highly pH- and DO-dependent. The paper does not report pH or DO profiles, making it impossible to determine whether the enhanced NH₄⁺-N removal was due to antibiotic-induced nitrifier activity or simply higher DO availability.
Try. Measure pH and DO profiles (surface, transition, submerged layers) at each antibiotic concentration; correlate with ammonia-oxidizing bacteria (AOB) abundance and nitrification rate to isolate the driver of enhanced NH₄⁺-N removal.
Medium No exploration of C/N ratio effects under antibiotic stress; influent C/N was fixed at ~0.225 g glucose / 0.222 g NH₄Cl ≈ 1:1 molar.
Text notes that 'nitrogen source assimilated by microorganisms can account for up to 80% of nitrogen removal' but does not test whether higher C/N ratios (e.g., 2:1 or 3:1) would enhance denitrification under antibiotic stress.
Try. Vary influent C/N ratio (0.5:1, 1:1, 2:1, 3:1) at fixed antibiotic concentration (1.2 µg·mL⁻¹ OFLX + 0.6 µg·mL⁻¹ TC) and measure TN, denitrification gene expression, and N₂O production to identify optimal C/N for antibiotic-stressed systems.
Low Single plant species (Phalaris arundinacea) tested; no comparison of plant-mediated antibiotic degradation across species or plant-free controls.
Paper states plant was selected for 'best resistance to antibiotic stress' but provides no quantitative comparison of root secretion-mediated degradation vs. microbial degradation alone.
Try. Run parallel BRC-MFC reactors with and without Phalaris arundinacea at 1.2 µg·mL⁻¹ OFLX + 0.6 µg·mL⁻¹ TC; measure antibiotic removal, root exudate composition (organic acids, phenolics), and rhizosphere microbial community to quantify plant contribution.
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What they did
- System
- MFC
What worked
No outcome metrics extracted yet.
Abstract
Antibiotics are refractory pollutants that have been widely found in various environmental media such as soil and surface water. Existing sewage treatments perform poorly at preventing antibiotics in urban sewage from polluting natural environments. In this study, we designed a bioelectrically enhanced bioretention cell system (bioretention cell-microbial fuel cell, BRC-MFC) that utilizes the unique structure of the BRC system to improve the removal of sewage antibiotics. This new system can efficiently remove antibiotics by using a synergy of plant absorption, filler adsorption, filler filtration and microbial degradation. To study the influences of multiple-antibiotics stress on the decontamination performance of BRC-MFC, ofloxacin (OFLX) and tetracycline (TC) were selected as target antibiotics, and five BRC-MFCs were built to treat sewage containing antibiotics of different concentrations. The concentrations of pollutant in the influent and effluent were measured and the pollutant removal performance of BRC-MFC was studied. The diversity of rhizosphere microorganisms and the abundance of denitrifying functional genes were analyzed. Experimental results showed that over 90% of OFLX and TC in each BRC-MFC were removed, with the removal rates positively correlating with the concentration of antibiotics. In addition, the removal rates of chemical oxygen demand (COD) in BRC-MFC were both over 90%, while the removal rate of total nitrogen (TN) was around 70%. Meanwhile, antibiotics could significantly improve the removal of ammonia nitrogen (NH4+-N, p < 0.01). The microbial richness decreased, and we found that combined antibiotic stress on microorganisms was stronger than single antibiotic stress. The abundance of denitrifying functional genes was reduced by antibiotic stress. The results of this study provide reference values for other projects focusing on removing various antibiotics from domestic sewage using BRC-MFC.
Keywords
Identifiers
- Journal
- Applied Sciences
- Year
- 2023
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