Veterinary antibiotics in swine wastewater has drawn great public attention. The removal processes of sulfamethizole (SMZ), enrofloxacin (ENR) and chlortetracycline (CTC) were investigated in the high-rate anaerobic process. The continuous experiments demonstrated that in 3 L working volume and with the organic loading rate 5 kg/(m3·d) rised to 20 kg/(m3·d), the average removal efficiencies of the high-rate anaerobic bioreactor for SMZ, ENR and CTC were 0, 54 and 100%, respectively. By using fixed-bed adsorption models, the saturation time of SMZ, ENR and CTC were 4 hydraulic retention time (HRT) (24 h), 8 HRT (48 h) and 372 HRT (2,232 h). In the batch experiments, the adsorption and biodegradation characteristics of anaerobic granular sludge were determined. In the high-rate anaerobic bioreactor, SMZ removal process mainly relied on the adsorption but it was very weak; ENR removal process was based on the adsorption and biodegradation; CTC removal process was based to a large extent on the adsorption because of the big capacity of AnGS. These results were helpful to create a rational basis for designing more suitable treatment systems as feasible barriers to the release of antibiotics into the environment.

  • The removal processes and mechanisms of common veterinary antibiotics in the high-rate anaerobic bioreactor were investigated.

  • Anaerobic granular sludge has an excellent chlortetracycline adsorption capacity.

  • Good enrofloxacin removal performance was ascribed to adsorption and biodegradation together.

Graphical Abstract

Graphical Abstract

In China, more than 0.5 billion pigs entered the market in the year 2020 (Ministry of Agriculture and Rural Affairs 2021). Veterinary antibiotics are often used both for therapy and health care as additive of pig's feed to prevent disease and promote pig's growth to sustain such huge husbandry. Negative effects of antibiotics abuse in husbandry have caused public concern, like antibiotic resistant bacteria (Gao et al. 2022). A series of policies have been promulgated in China to control and reduce the use of veterinary antibiotics (Hao et al. 2015). Currently, however, pig farmers still heavily rely on veterinary antibiotics resulting in severe antibiotics abuse. As one of the consequences, large amounts of swine wastewater containing veterinary antibiotics were produced.

Sulfonamides (SAs) and tetracyclines (TCs) are the most widely used veterinary antibiotics and fluoroquinolones (FQs) emerges as a concerned pollutant (Cheng et al. 2018). TCs are usually added into pig's feed for the disease prevention and growth promotion. SAs and FQs are frequently used in therapeutic treatment. Due to the incomplete degradation of veterinary antibiotics in the pig's metabolism, some veterinary antibiotics enter environment through pig's feces and urine. It has been reported that over 14% TCs were excreted into feces (Xu et al. 2020) and up to 70% unmetabolized FQs were released to the environment (Van Doorslaer 2014).

High-rate anaerobic bioreactors, such as upflow anaerobic sludge blanket (UASB) reactor, expanded granular sludge blanket (EGSB) reactor and internal circulation (IC) reactor, have been applied to treat swine wastewater (Zeng et al. 2019). The well-settling granular sludge is a key support for high-rate anaerobic bioreactors. The functional microorganisms in anaeroblic granular sludge (AnGS) constitute the high-efficient microbial community by self-selection, self-assembly and self-immobilization, which give rise to the good adsorption capacity, the degradation activity and the settleability of granular sludge (Yu et al. 2019).

Adsorption and biodegradation are two important mechanisms for antibiotics removal in biological wastewater treatment systems (Li & Zhang 2010). In the anaerobic bioreactor, antibiotics molecules have different dissociation forms according to their dissociation constants (pKa) and environmental pH. They can be adsorbed onto charged particles, like microorganism cells, by electrostatic interaction and hydrophobic effect (Ahmed et al. 2015). Microbial degradation process of organic pollutants in swine wastewater is synergistically mediated by different microbial groups (Vrieze & Verstraete 2016). Hence the abundant anaerobic microorganisms which colonized within AnGS provide multiple possible metabolic routes for antibiotics biodegradation. Previous studies, mainly based on the batch and completely mixed systems, showed anaerobic treatment can remove TCs and SAs effectively. Liu's results showed sulfon-amides were most effectively removed by anaerobic digestion, followed by quinolones and tetracyclines (Liu et al. 2018). Cheng's results showed the tetracycline, oxytetracycline and chlortetracycline qm of anaerobic sludge were 169, 185 and 185 mg/gMLSS, respectively (Cheng et al. 2020). Oliveira's results showed, in batch system, when sulfamethazine concentration was low (<50 μg/L), biodegradation was the primary removal route, and when the concentration was high (>50 μg/L), adsorption became dominated (Oliveira et al. 2016). Mohring's results showed after 5 weeks' anaerobic digestion of swine manure, sulfadiazine, sulfamerazine, sulfamethoxazole, sulfadimethoxine, and trimethoprim were completely eliminated while sulfathiazole, sulfamethazine, and sulfamethoxypyridazine showed persistence (Mohring et al. 2009). However, in the continuous and high-rate anaerobic granular sludge bed bioreactor, the behaviors of these veterinary antibiotics remain unclear (Cheng et al. 2018, 2020). The aims of this study were: (1) to investigate the elimination routes of target antibiotics in the high-rate anaerobic bioreactor over long-term; (2) to characterize the adsorption and biodegradation aspects of AnGS in order to study the behavior of antibiotics in the bioreactor.

Experimental material

Sulfamethizole (SMZ), enrofloxacin (ENR) and chlortetracycline (CTC) were selected as the models of SAs, FQs and TCs antibiotics, respectively, in this study, and were purchased from Shanghai Aladdin Bio-Chem Technology Co., Ltd (Shanghai, China). Figure 1 and Table 1 showed the chemical structures and physiochemical characteristics of SMZ, ENR and CTC, respectively. Sodium chloride, hydrochloride acid, sodium hydroxide, glucose, etc., were purchased from Sinopharm Chemical Reagent Co., Ltd (Shanghai, China). Inoculum sludge was taken from an internal circulation (IC) reactor treating pulping wastewater in Pinghu, Zhejiang province, China. The total solids (TS), volatile solids (VS) and average particle size of AnGS were 171.5 g/L, 129.9 g/L and 2.84 mm, respectively.
Table 1

The physiochemical characteristics of sulfamethizole, enrofloxacin and chlortetracycline

AntibioticsMolecular formulaMwlogKowDissociation constant
g/molpKa1pKa2pKa3pKa4
Sulfamethizole (SMZ) C9H10N4O2S2 270.33 0.47 2.24 5.30 
Enrofloxacin (ENR) C19H22FN3O3 359.5 1.10 3.88 6.19 6.20 8.13 
Chlortetracycline (CTC) C22H23ClN2O8 478.8 −0.62 3.30 7.55 9.30 – 
AntibioticsMolecular formulaMwlogKowDissociation constant
g/molpKa1pKa2pKa3pKa4
Sulfamethizole (SMZ) C9H10N4O2S2 270.33 0.47 2.24 5.30 
Enrofloxacin (ENR) C19H22FN3O3 359.5 1.10 3.88 6.19 6.20 8.13 
Chlortetracycline (CTC) C22H23ClN2O8 478.8 −0.62 3.30 7.55 9.30 – 
Figure 1

Chemical structure of sulfamethizole, enrofloxacin and chlortetracycline.

Figure 1

Chemical structure of sulfamethizole, enrofloxacin and chlortetracycline.

Close modal

Antibiotics removal in the anaerobic bioreactor

Two litres AnGS was inoculated into a novel anaerobic self-flotation (ASF) bioreactor developed by Zeng et al. (2019). This lab-scale ASF bioreactor was made by plexiglass with total volume of 4.5 L, working volume of 3.0 L, shown in Figure 2. The influent was synthetic swine wastewater in which glucose served as the carbon source, see supplementary material Table S1. During the start-up stage, the chemical oxygen demand (COD) concentration in the influents was kept in the range of 5,000–6,000 mg/L, and the hydraulic retention time (HRT) decreased from 24 to 6 h, with the corresponding organic loading rate (OLR) 5 kg/(m3·d) rised to 20 kg/(m3·d). The parameters of the bioreactor and the antibiotics conditions during the operation shown in Table 2. The ASF bioreactor was installed in a thermostatic chamber at 35 °C, and the influent and effluent samples were taken each day. From antibiotics entering the sludge bed to the saturation state, the breakthrough curves of antibiotics adsorption by the sludge bed were fitted by the dynamic adsorption kinetics models: Thomas model and Yoon-Nelson model. See supplementary material: kinetic models for fixed bed adsorption.
Table 2

Summary of the parameters of the bioreactor and antibitotics conditions during operation

StageStart-upIIIIII
Days – 0–9 10–27 28–47 
OLR (kg/(m3·d)) 20 20 
HRT (h) 7.2 
Inffluent COD (mg/L) 1,500 1,500 5,000 5,000 
SMZ (mg/L) No adding 10 
ENR (mg/L) No adding 10 
CTC (mg/L) No adding 10 
StageStart-upIIIIII
Days – 0–9 10–27 28–47 
OLR (kg/(m3·d)) 20 20 
HRT (h) 7.2 
Inffluent COD (mg/L) 1,500 1,500 5,000 5,000 
SMZ (mg/L) No adding 10 
ENR (mg/L) No adding 10 
CTC (mg/L) No adding 10 
Figure 2

Anaerobic self-flotation bioreactor system schematic diagram.

Figure 2

Anaerobic self-flotation bioreactor system schematic diagram.

Close modal

Antibitics adsorption by anaerobic granular sludge

In batch isotherm experiments, SMZ and ENR were dissolved in pH = 7.0 phosphate buffer solution, rising from 10 mg/L to 160 mg/L. CTC was dissolved in the range of 200–1,200 mg/L. One gram sterilized AnGS (wet weight) was added into a 50 mL-solution-containing flask. Flasks were fixed in a thermostat shaker at 35 °C and 150 rpm. The adsorption time was set to 48 h. In batch kinetics experiments, the initial concentrations of SMZ, ENR and CTC were set at approximately 100 mg/L, 100 mg/L and 500 mg/L. 5 g sterilized AnGS (wet weight) was added into a 200 mL-solution-containing flask which was fixed at a 35 °C and 150 rpm thermostat shaker. Each experiment was repeated in triplicate. The isotherm data was fitting with Langmiur model and Freundlich model and the kinetics data was fitted with pseudo-first-order model and pseudo-second-order model by Origin 2019b. See supplementary material: adsorption kinetics models.

Antibiotics degradation by anaerobic granular sludge

In each 250 mL flask, 5 g AnGS was added into 200 mL synthetic swine wastewater which did not contain organic carbon source. Three experimental groups were set: in group I, the sole organic carbon source was antibiotics with concentration of 50 mg/L; in group II, the organic carbon source was glucose (5,000 mg/L) and antibiotics (50 mg/L); in group III, the organic carbon source was acetate (5,000 mg/L) and antibiotics (50 mg/L). After stripping with N2 for 3 min, each flask was sealed with butyl rubber plug and fixed in water bath at 35 °C. Samples were taken by syringes during the degradation process. Each experiment was repeated in triplicate. The degradation data was fitted with first-order reaction kinetics by Origin 2019b. See supplementary material: degradation kinetics model.

Analytical methods

TS, VS, pH and COD were measured by the standard methods (APHA 2012). Before volatile fatty acids (VFA) and antibiotics determination, water samples were filtered through 0.45 μm membrane to reduce suspended solids interference.

VFA concentrations, including acetate, propionate and butyrate, were determined by gas chromatograph equipped with flame ionization detector (GC-FID). GC on a 6890N Network GC System (Agilent Technologies, USA) installed an Agilent DB-FFAP column (30.0 m, 0.32 mm, 0.25 μm). FID worked at 250 °C, hydrogen flowed at 40.0 mL/min, air flowed at 400 mL/min and the carrier gas was nitrogen. The running time was 18 min per sample.

Antibiotics concentrations, including SMZ, ENR and CTC, were determined by LC-20AD high performance liquid chromatograph (HPLC) (SHIMADZU, Japan), equipped with SPD-20AV detector and InerSutain C18 column (4.6 × 250 mm, 5 μm). The running condition of SMZ and ENR: 65% 0.2 M fomate and 50 mM ammonium solution, and 35% methanol; retention time of SMZ and ENR was 10 min and detection wavelenghth was 275 nm. The running condition of CTC: 55% 20 mM oxalic acid solution, 22.5% methanol and 22.5% acetonitrile; retention time of CTC was 15 min and detection wavelenghth was 370 nm.

Antibiotics removal by the high-rate anaerobic bioreactor

The organics removal perfomance

The antibiotics removal process in the high-rate anaerobic bioreactor was investigated in an anaerobic self-flotation (ASF) bioreactor. Two litres AnGS was inoculated in 3 L reaction zone; after start-up for 1 month, the ASF bioreactor reached OLR of 5–6 kg/(m3·d), and the COD removal efficiencies over 90%. Subsequently, the influents were spiked with antibiotics, and antibiotics removal performance was explored in 48 days. The COD removal efficiency, VFAs accumulation and antibiotics removal efficiency were shown in Figure 3.
Figure 3

COD removal efficiency, VFAs and antibiotics concentrations in effluents of ASF bioreactor, where SMZ: sulfamethizole; ENR: enrofloxacin; and CTC: chlortetracycline.

Figure 3

COD removal efficiency, VFAs and antibiotics concentrations in effluents of ASF bioreactor, where SMZ: sulfamethizole; ENR: enrofloxacin; and CTC: chlortetracycline.

Close modal

The operation was divided into three stages: stage I at low OLR and low antibiotics level; stage II at high OLR and low antibitoics level; stage III at high OLR and high antibitotics level. During stage I (days 0–9), the average concentrations of SMZ, ENR and CTC in influents were 5.5 mg/L, 3.7 mg/L and 4.7 mg/L, respectively. The OLR of ASF bioreactor was 6 kg/(m3·d). The COD removal efficiency was over 90%, and the COD concentration of effluents was 150 mg/L with pH of 7.2–7.5. During stage II (days 10–27), the OLR of ASF bioreactor was lifted to 20 kg/(m3·d) with antibiotics concentrations unchanged. The COD concentration of effluents surged to 1,200 mg/L, with the decrease of COD efficiency to 73% and effluents pH to 6.8. During stage III (days 28–47), the average concentrations of SMZ, ENR and CTC in influents were elevated to 11.2, 7.9 and 7.2 mg/L with OLR maintained 20 kg/(m3·d). The COD concentration of effluent rose to 1,800 mg/L with 63% COD removal efficiency and pH around 6.5. The results showed the higher antibiotics concentrations in the effluents, the more severe effect on the performance of ASF bioreactor. The effluents’ pH dropped to 6.5 which indicated the VFAs accumulation. However, with such a combined effect of multi-antibiotics, the COD efficiencies of ASF bioreactor was over 50%, indicating the robustness of ASF bioreactor.

No VFAs accumulation was observed in the stage I, indicating the anaerobic microorganisms functioned in balance, even though multi-antibiotics affected. When the OLR was elevated, in stage II, the acetate, propionate and butyrate in effluents accumulated rapidly, with average total concentration of 483 mg/L. With increasing OLR, concentrations of acetate and butyrate declined to 150 and 35 mg/L, but propionate rose sharply to 700–800 mg/L. Propionate degradation was mediated by propionate oxidation bacteria and methanogenic archaea (Bok et al. 2001). This sytrophic community was important but fragile, because the anaerobic oxidation of propionate was most thermodynamically unfavourable among the degradation of VFAs (Stams & Plugge 2009). With the co-existence of antibiotics SMZ, ENR and CTC, the concentration of propionate rose but acetate declined, suggesting that these antibitotics inhibited the metabolism of propionate oxidation bacteria. When entering stage III, the concentration of acetate rose gradually, accompanying a decrease of propionate. This result showed the activities of acetotrophic methanogens was inhibited, and the rate of acetate consumption was unable to keep pace with propionate oxidation. This imbalance led to the shift from propionate to acetate accumulation. It was perceived that when OLR was 6 kg/(m3·d), the ASF bioreactor was so robust that countered the effects of antibiotics, and worked well without VFAs accumulation. When the OLR was elevated to 20 kg/(m3·d), suffered from the dual stress of high organic loadings and antibiotics inhibition, the performance of ASF bioreactor deteriorated with the change of propionate accumulation into acetate accumulation.

The antibiotics removal perfomance

During stages I and II, the average concentrations of SMZ, ENR and CTC in effluent were 5.2 mg/L, 1.0 and 0 mg/L, with the corresponding removal efficiencies of 0, 72 and 100% for SMZ, ENR and CTC. During stage III, with higher antibiotics concentrations in the influents, the removal efficiencies of SMZ, ENR and CTC were 0, 54 and 100%. ASF bioreactor could achieve a good and remarkable removal capacity for CTC and ENR, respectively, but showed no removal capacity for SMZ.

In the continuous-flow ASF bioreactor, adsorption and biodegradation were the two main antibiotics removal mechanisms. The antibiotics were adsorped to AnGS when the wastewater flew through the granular sludge bed. This process was similar to the adsorption in fixed bed at specific flow rate and pollutant concentration. Two fixed bed adsorption models were applied: Thomas model and Yoon-Nelson model (Xu et al. 2013). According to the fitting parameters, the removal process of SMZ and ENR was better fitted to Thomas model. Because the adsorption capacity of whole granular sludge bed was limited, once it was saturated, the removal route would change. Within the initial 4 HRT (24 h), SMZ was removed by the adsorption of AnGS. The breakthrough curve of SMZ was shown in Figure 4, and the parameters of models were listed in Table 3. In the first 4 HRT, the total removal efficiency of SMZ was equal to the removal efficiency by adsorption, because the biodegradation of SMZ was so weak that could be neglected. After 4 HRT, the SMZ concentration in the effluents was close to that in the influents, indicating that the granular sludge bed was saturated by SMZ. This phenomenon was consistent with Mohring's result in which sulfathiazole (less one methyl group than SMZ) showed persistence in 5-week anaerobic digestion process (Mohring et al. 2009).
Table 3

Parameters of Thomas model and Yoon–Nelson model for SMZ and ENR adsorption in ASF bioreactor

C0QThomas model
Yoon–Nelson model
kThqoR2kYNτR2
mg/LL/hL/(mg·h)mg/g-VSS1/hh
SMZ 5.2 0.5 0.0406 0.250 0.972 0.2026 10.85 0.9676 
ENR 1.4 0.5 0.0374 0.243 1.000 0.0605 38.67 0.9571 
C0QThomas model
Yoon–Nelson model
kThqoR2kYNτR2
mg/LL/hL/(mg·h)mg/g-VSS1/hh
SMZ 5.2 0.5 0.0406 0.250 0.972 0.2026 10.85 0.9676 
ENR 1.4 0.5 0.0374 0.243 1.000 0.0605 38.67 0.9571 
Figure 4

Removal mechanisms of antibiotics in ASF bioreactor, where SMZ: sulfamethizole; ENR: enrofloxacin; CTC: chlortetracycline; solid circles: experimental data; pink area: residual part; blue area: removal part by adsorption; green area: removal part by biodegradation; solid line: real breakthrough curve: dot line: hypothetic breakthrough curve; and dashed line: concentration in influents.

Figure 4

Removal mechanisms of antibiotics in ASF bioreactor, where SMZ: sulfamethizole; ENR: enrofloxacin; CTC: chlortetracycline; solid circles: experimental data; pink area: residual part; blue area: removal part by adsorption; green area: removal part by biodegradation; solid line: real breakthrough curve: dot line: hypothetic breakthrough curve; and dashed line: concentration in influents.

Close modal

During the initial 20 HRT (120 h), the concentration of ENR in effluents gradually rose from 0 to 1.4 mg/L. After 20 HRT, the concentration of ENR stayed at 1.4 mg/L. The ‘apparent’ breakthrough curve of ENR spanned 20 HRT, and the parameters were shown in Table 3. The reason for using ‘apparent’ breakthrough curve was that the removal of ENR obviously included two mechanisms: adsorption and biodegradation. The ‘real’ breakthrough curve was shorter than the apparent one. The hypothetical breakthrough curve was calculated by using Thomas model where kTh and q0 were the same as the apparent one, changing with C0 of 3.7 mg/L (the influents concentration); see Figure 4. Within incipient 4 HRT (24 h), the contribution of adsorption and biodgradation was 59% and 34% in removal efficiency, with the average removal efficiency of 92%. Within 4–8 HRT (24–50 h), the granular sludge bed was approaching saturation state, the removal efficiency of adsorption declined. After 8 HRT, biodegradation dominated the removal process, accounting for 62% in the removal efficiency of ENR.

The CTC concentrations in effluents during the whole experiment were almost undetectable which indicated the ASF bioreactor had a good performance for CTC removal. Based on the results from isotherm and kinetics experiments, AnGS had an outstanding adsorption capacity for CTC, therefore the granular sludge bed had a large adsorption capacity. According to the Thomas model, when the capacity q0 was hypothetically assigned 50 mg/g-VSS (100 times SMZ capacity), kTh = 0.02 L/(h·mg), C0 = 5 mg/L, Q = 0.5 L/h, X = 110 g-VSS, the exhaustion time (C = 0.95C0) was 372 HRT (2,232 h) which was much longer than that of SMZ and ENR; see Figure 4.

Adsorption removal of antibiotics by anaerobic granular sludge

Adsorption isotherms

Once an anaerobic bioreactor was used to treat swine wastewater, the physical and chemical interactions occurred between antibiotics and AnGS. These interactions led to the antibiotics removal by adsorption. After fitted by the Langmuir and Freundlich models, the optimal fitting isotherm was chosen according to higher correlation coefficient (R2). At 30 °C, pH around neutral, the experimental data and adsorption isotherms for SMZ, ENR and CTC on AnGS were shown in Figure 1, and the fitting parameters were shown in Table 4.

Table 4

The isotherm and kinetics model parameters of AnGS for antibiotics adsorption

Langmuir
Freundlich
qmKLR2KF1/nR2
mg/gL/mgmg1−n/(g·Ln)
Isotherm model SMZ 1.74 0.017 0.990 0.16 0.446 0.914 
ENR 19.21 0.006 0.983 0.25 0.714 0.997 
CTC 827.92 0.047 0.970 62.27 0.574 0.942 
C0Pseudo-first-order kinetics
Pseudo-second-order kinetics
qek1R2t1/2qek2R2t1/2
mg/Lmg/g1/hhmg/gg/(mg·h)h
 
Kinetics model SMZ 99.4 4.41 0.2289 0.926 3.03 4.89 0.0664 0.902 3.08 
ENR 107.9 15.63 0.3532 0.978 1.96 17.32 0.0279 0.989 2.07 
CTC 405.9 247.49 0.2512 0.986 2.76 280.79 0.0011 0.966 3.28 
Langmuir
Freundlich
qmKLR2KF1/nR2
mg/gL/mgmg1−n/(g·Ln)
Isotherm model SMZ 1.74 0.017 0.990 0.16 0.446 0.914 
ENR 19.21 0.006 0.983 0.25 0.714 0.997 
CTC 827.92 0.047 0.970 62.27 0.574 0.942 
C0Pseudo-first-order kinetics
Pseudo-second-order kinetics
qek1R2t1/2qek2R2t1/2
mg/Lmg/g1/hhmg/gg/(mg·h)h
 
Kinetics model SMZ 99.4 4.41 0.2289 0.926 3.03 4.89 0.0664 0.902 3.08 
ENR 107.9 15.63 0.3532 0.978 1.96 17.32 0.0279 0.989 2.07 
CTC 405.9 247.49 0.2512 0.986 2.76 280.79 0.0011 0.966 3.28 

The SMZ and CTC adsorptions by AnGS were well fitted to Langmuir model, but the ENR adsoption was better fitted to Freundlich model. The saturated SMZ adsorption capacity of AnGS was qm = 1.74 mg/g-VSS, R2 = 0.990. AnGS had a good adsorption capacity of CTC over 800 mg/g-VSS, but a poor adsorption capacity of ENR around 20 mg/g-VSS. Tetracycline antibiotics have high water solubility (0.008–0.062 mol/L) and lower octanol–water partition coefficient (logKow from −1.25 to −1.12), which defines their hydrophilic property. In contrast, ENR and SMZ have relatively hydrophobic property. More hydrophilic surface area on AnGS conferred a good adsorption capacity of CTC, but poor adsorption capacities of ENR and SMZ (Van Doorslaer 2014).

Adsorption kinetics

In 30 °C, the experimental date of SMZ, ENR and CTC by AnGS were shown in Figure 5. Pseudo-first-order model and pseudo-second-model were used to fit kinetic data, and the optimal fitting kinetics model was chosen according to higher R2. These fitting model parameters were shown in Table 4. It was shown that pseudo-first-order model fitted better to SMZ and CTC adsorption by AnGS, but pseudo-second-order model fitted better to ENR adsorption.
Figure 5

Adsorption isotherms (left) and kinetics of AnGS for sulfamethizole (SMZ), enrofloxacin (ENR) and chlortetracycline (CTC).

Figure 5

Adsorption isotherms (left) and kinetics of AnGS for sulfamethizole (SMZ), enrofloxacin (ENR) and chlortetracycline (CTC).

Close modal

At the initial concentration 100 mg/L, AnGS had highest removal efficiencies of 5 and 24% for SMZ and ENR, respectively. In contrast, CTC removal efficiency was 98% at 400 mg/L initial concentration. The half-saturation time of AnGS for SMZ, ENR and CTC were 3.1 h, 2.1 h and 3.3 h, respectively. According to the previous studies, the half-saturation time of activated carbon for sulfonamides, flouroquinolones and tetracyclines were 5 min, 3–15 min and 6 h, respectively (Calisto et al. 2015; Genç & Dogan 2015; Zhang et al. 2015). Compared with activated carbon, AnGS had a higher CTC adsoption rate, but much lower rate of SMZ and ENR adsorption.

Biodegradation removal of antibiotics by anaerobic granular sludge

The antibiotics (SMZ, ENR and CTC) were used as the sole organic carbon source, and AnGS was used as inoculum. After cultivation at 30 °C for 120 h, the removal effiiciencies of SMZ, ENR and CTC were 8.8, 27.2 and 100%; see Figure 6. These removal efficiencies were the combined results of adsorption and biodegradation. According to the antibiotics adsorption kinetics of AnGS, the adsorption capacity at 12 h was over 85% of saturated adsorption capacity. Assuming the concentrations at 12 h as adsorption equilibrium, the removal parts by adsorption were calculated by isotherm adsorption equations, seeing Table 5.
Table 5

The antibiotics degradation by AnGS

Major carbon sourcesInitial conc.Removal efficiency
First-order degradation kinetics
TotalAdsorptionBiodegrad-ationq0kt1/2R2
mg/L%%%mg/L× 10−3h−1h
SMZ 49.8 8.8 0.9 7.9 49.3 0.744 932 0.949 
ENR 48.4 27.2 4.6 22.6 46.1 2.5 277 0.871 
CTC 19.1 100 100 19.1 220 3.14 1.000 
Glu + SMZ 46.6 7.7 1.0 6.7 46.7 0.65 1,066 0.963 
Glu + ENR 45.5 31.1 4.9 26.2 43.4 3.69 188 0.742 
Glu + CTC 11.9 100 100 11.9 113 6.13 0.993 
Ace + SMZ 47.0 2.3 1.0 1.3 46.8 0.18 3,850 0.903 
Ace + ENR 47.1 10.4 5.0 5.4 45.9 0.76 912 0.776 
Ace + CTC 14.7 97.6 97.6 14.7 190 3.64 0.991 
Major carbon sourcesInitial conc.Removal efficiency
First-order degradation kinetics
TotalAdsorptionBiodegrad-ationq0kt1/2R2
mg/L%%%mg/L× 10−3h−1h
SMZ 49.8 8.8 0.9 7.9 49.3 0.744 932 0.949 
ENR 48.4 27.2 4.6 22.6 46.1 2.5 277 0.871 
CTC 19.1 100 100 19.1 220 3.14 1.000 
Glu + SMZ 46.6 7.7 1.0 6.7 46.7 0.65 1,066 0.963 
Glu + ENR 45.5 31.1 4.9 26.2 43.4 3.69 188 0.742 
Glu + CTC 11.9 100 100 11.9 113 6.13 0.993 
Ace + SMZ 47.0 2.3 1.0 1.3 46.8 0.18 3,850 0.903 
Ace + ENR 47.1 10.4 5.0 5.4 45.9 0.76 912 0.776 
Ace + CTC 14.7 97.6 97.6 14.7 190 3.64 0.991 
Figure 6

Degradation process of antibiotics with different major carbon sources, where SMZ: sulfamethizole; ENR: enrofloxacin; CTC: chlortetracycline; Glu: glucose; Ace: acetate; experimental data were fitted by first-order degradation kinetics model.

Figure 6

Degradation process of antibiotics with different major carbon sources, where SMZ: sulfamethizole; ENR: enrofloxacin; CTC: chlortetracycline; Glu: glucose; Ace: acetate; experimental data were fitted by first-order degradation kinetics model.

Close modal

In the SMZ removal process, the adsoption accounted for 11% of total removal efficiency, and the biodegradation accounted for 89%. In the ENR removal process, the adsorption and biodegradation contributed 17 and 83%, respectively. It is possible to speculate that the removal of SMZ and ENR depends on the biodegradation in the AnGS system. Owing to the good CTC adsorption capacity and high adsorption rate of AnGS, the CTC concentration declined sharply at 0.2 mg/L within 24 h, which implied the adsoption was the main CTC removal mechanism in the AnGS system.

When glucose was introduced into the system, after cultivation for 120 h, the removal efficiencies of SMZ, ENR and CTC were 7.7, 31 and 100%, seeing Figure 6. From the first-order reaction kinetics models, the half-life of SMZ and ENR was elevated by 35 and 17%, which meant glucose hindered the biodegradation of SMZ and ENR. As for CTC, due to the good adsorption capacity of AnGS, the removal efficiency was not affected by glucose.

When acetate was introduced into the system, removal effiencies of SMZ, ENR and CTC had a notable decrease, with 2.3%, 10.4% and 97.6%; see Figure 6. The inhibition effect of acetate on the antibiotics biodegradation was stronger than glucose.

The behavior of antibiotics in the high-rate anaerobic bioreactor

The antibiotics adsorption process comprises two steps, see Figure 7: 1, diffusion, including film diffusion and pore diffusion, which is the tansport of antibiotics molecules from the liquid bulk to external surface, and into the pore of AnGS; 2, surface reaction, which is the attachment between antibiotics molecules and surface (Tan & Hameed 2017). Biodegradation of antibiotics occurs after the adsoption, including the transportation over the membrane and enzyme-catalyzed transformation (Zhou et al. 2021). The adsorption capacity in a certain anaerobic bioreactor was limited, owing to the low biomass yield. Unlike the batch condition, the adsorption process in the high-rate bioreactor tends to saturation, depending on the antibiotics concentration and the capacity of the sludge bed. Hence, when the antibiotics concentration is low, and the adsorption capacity of AnGS is high, the removal efficiencies can be satisfied and maintained for a long time, like CTC. On the contrary, the removal by adsorption becomes very weak rapidly, like SMZ.
Figure 7

The interaction between the antibiotics and AnGS.

Figure 7

The interaction between the antibiotics and AnGS.

Close modal

Another results difference between the high-rate and batch experiments was the biodegradation part. In the batch experiments, the removal efficiencies by degradation of SMZ and ENR were 2–9% and 10–31%, respectively. In the high-rate bioreactor, these became nearly 0 and 62%. The short HRT condition has an adverse effect on slow reaction in which the intrinsic reaction rate is low. When HRT is lower than the intrinsic reaction rate, the biodegradation reaction will cease going (Alvarino et al. 2014). The rate constant k can reflect the intrinsic reaction rate. Therefore, more recalcitrant, lower k, and the biodegradation process in the high-rate bioreactor is poorer. On the other hand, under multiple selective pressures, some functional microorganisms can possibly be riched, and the removal efficiency of the specific compound in high-rate bioreactor becomes higher than the batch system.

In the high-rate anaerobic bioreactor, SMZ removal process relied on the adsorption but it was very weak; ENR removal process mainly was biodegradation; CTC removal process nearly was adsorption because of the big capacity of AnGS. These results were helpful to create a rational basis for designing more suitable treatment systems as feasible barriers to the release of antibiotics into the environment.

The removal processes of veterinary antibiotics: sulfamethizole (SMZ), enrofloxacin (ENR) and chlortetracycline (CTC), in the high-rate anaerobic treatment system were investigated. Anaerobic granular sludge (AnGS) was proven to remove antibiotics by two main mechanisms: adsorption and biodegradation. After operation for 48 days, the average removal efficiencies of anaerobic bioreactor for SMZ, ENR and CTC were 0, 54 and 100%, respectively. By using fixed-bed adsorption models, the saturation time for SMZ, ENR and CTC was 4 HRT (24 h), 8 HRT (48 h) and 372 HRT (2,232 h). In the high-rate anaerobic bioreactor, SMZ removal process mainly relied on the adsorption but it was very weak; ENR removal process was based on the adsorption and biodegradation; CTC removal process was based to a large extent on the adsorption because of the large capacity of AnGS.

Zhuo Zeng: Experimental design, data curation and writing-original draft. Ping Zheng: Conceptualization, supervision and writing-review and editing. Da Kang: Methodology and visualization. Wen-Ji Li: Resources. Dong-Dong Xu: Methodology. Wen-Da Chen, Chao Pan and Lei-Yan Guo: Investigation.

This research was financially supported by the Science and Technology Program of Sichuan Province (2021YJ0382), the Fundamental Research Funds for the Central Universities (2682021CX066), and the Sichuan Youth Science and Technology Innovation Team funding (2022JDTD0005).

All relevant data are included in the paper or its Supplementary Information.

The authors declare there is no conflict.

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Supplementary data