化工进展 ›› 2024, Vol. 43 ›› Issue (S1): 533-544.DOI: 10.16085/j.issn.1000-6613.2024-1023
何子晗1(), 李文譞2, 李彦宇1, 王雪超1, 杨始蓉1, 谢慧娜1, 李杰1()
收稿日期:
2024-06-25
修回日期:
2024-08-02
出版日期:
2024-11-20
发布日期:
2024-12-06
通讯作者:
李杰
作者简介:
何子晗(1998—),男,硕士研究生,研究方向为水污染控制。E-mail:497679481@qq.com。
基金资助:
HE Zihan1(), LI Wenxuan2, LI Yanyu1, WANG Xuechao1, YANG Shirong1, XIE Huina1, LI Jie1()
Received:
2024-06-25
Revised:
2024-08-02
Online:
2024-11-20
Published:
2024-12-06
Contact:
LI Jie
摘要:
抗生素抗性基因(antibiotic resistance genes,ARGs)被世界卫生组织确定为目前严重的卫生问题之一,环境中的ARGs污染会导致产生“超级细菌”,对人类和生物的健康造成了巨大威胁。因此本文系统描述了ARGs的危害及其在环境中扩散机制,综述了ARGs在地表水、地下水、土壤中的污染情况及在污水处理中的现状。分析表明,ARGs的传播机制中起关键作用的是水平基因转移;地表水中ARGs污染问题较其他水资源更为严重,且进一步引起了土壤ARGs污染并危害人体健康;就污水处理系统的处理现状进行分析,尽管对ARGs去除效果最好的是高级氧化工艺,但膜生物反应器(membrane bio-reactor, MBR)凭借着其成本较低、经济效应好且处理效果较传统活性污泥工艺好的优点,有更好的应用前景。因此,结合现有工艺构建组合工艺成为了未来污水处理厂提标改造的方向。
中图分类号:
何子晗, 李文譞, 李彦宇, 王雪超, 杨始蓉, 谢慧娜, 李杰. 水环境中抗生素抗性基因研究进展[J]. 化工进展, 2024, 43(S1): 533-544.
HE Zihan, LI Wenxuan, LI Yanyu, WANG Xuechao, YANG Shirong, XIE Huina, LI Jie. Progress in the study of antibiotic resistance genes in the aquatic environment[J]. Chemical Industry and Engineering Progress, 2024, 43(S1): 533-544.
类型 | 地点 | 情况 | 参考文献 |
---|---|---|---|
海洋 | 厦门市近岸海域 | 共检测出187种ARGs,绝对丰度为1.29×1010 copies/L | [ |
秦皇岛昌黎县水产养殖海域 | 共检测到5个β-内酰胺类ARGs、4个氨基糖苷类ARGs | [ | |
秦皇岛市五个典型滨海浴场及其邻近河口 | 共检测出159种不同的ARGs,滨海浴场的水体样本中ARGs的相对丰度在0.094~2.5 copies/16S rRNA gene之间,接近甚至高于邻近河口样本 | [ | |
北太平洋环流的塑料 | 多重耐药类抗性基因和多金属抗性基因是被检出的主要类别,塑料微生物 群落中ARGs丰度在7.07×10-4~1.21×10-2copies/16S rRNA之间 | [ | |
中国黄海四十里湾 | 高频检出10种ARGs亚型,分别为磺胺类、四环素类、喹诺酮类和大环内 酯类。四十里湾ARGs的绝对丰度为100~107copies/mL | [ | |
湖泊及水库 | 武汉湖泊(黄家湖、青菱湖、严西湖和涨渡湖)及西藏湖泊(羊卓雍错、空母错、珍错和错那) | 湖泊中共检出21种ARGs和313种ARGs亚型,主要为杆菌肽类、多重耐药 类。武汉湖泊中多黏菌素类和磺胺类丰度分别是西藏的3.5倍和6倍,并且沉 积物中的ARGs显著高于湖泊水体 | [ |
上海市金泽水库 | 共检测出283种ARGs,绝对丰度在n.d.-7.97×109 copies/L,其中丰度最高的 为多重抗药性,其次是氨基糖苷类,最低的是氯霉素类 | [ | |
江苏省淀山湖-澄湖-太浦河-金泽水库 | ARGs和移动基因元件(mobile genetic elements, MGEs)相对丰度随季节变 化。湖泊、河流及水库中共有54.5%的ARGs亚型 | [ | |
中国15个主要湖泊 | 畜牧业对湖泊中的ARGs的分布影响显著。长江中下游平原湖泊ARGs比青 藏高原的更丰富,湖泊沉积物中的四环素类ARGs更丰富 | [ | |
河流 | 滏阳河邯郸段 | ARGs绝对丰度在0~2.24×105 copies/L(水)和0~3.57×109 copies/kg(沉积 物),且出市断面丰度为入市断面的19倍 | [ |
贵州省赤水河流域 | 共检出9种ARGs,ARGs绝对丰度在1.53×106~1.41×108 copies/L之间(枯水 期)和3.62×104~1.26×108 copies/L之间(丰水期) | [ | |
印度亚穆纳河 | 共检出40种ARGs,亚穆纳河种的微生物群落拥有大量的ARGs,显示出对 多种抗生素的耐药性 | [ | |
长江(江苏段) | 定量分析了5种ARGs,其绝对丰度在2.81×102~1.31×1010 copies/mL之间, 主要的ARGs为磺酰胺类 | [ | |
深圳市茂州河道恢复前后(2018年和2020年) | ARGs和MGEs总丰度为1.41×106 copies/L(2018年)和1.41×105 copies/L (2020年)。河道恢复后,ARGs分布更均匀,并且与微生物群落之间的相关 性增强 | [ |
表1 地表水中ARGs污染情况
类型 | 地点 | 情况 | 参考文献 |
---|---|---|---|
海洋 | 厦门市近岸海域 | 共检测出187种ARGs,绝对丰度为1.29×1010 copies/L | [ |
秦皇岛昌黎县水产养殖海域 | 共检测到5个β-内酰胺类ARGs、4个氨基糖苷类ARGs | [ | |
秦皇岛市五个典型滨海浴场及其邻近河口 | 共检测出159种不同的ARGs,滨海浴场的水体样本中ARGs的相对丰度在0.094~2.5 copies/16S rRNA gene之间,接近甚至高于邻近河口样本 | [ | |
北太平洋环流的塑料 | 多重耐药类抗性基因和多金属抗性基因是被检出的主要类别,塑料微生物 群落中ARGs丰度在7.07×10-4~1.21×10-2copies/16S rRNA之间 | [ | |
中国黄海四十里湾 | 高频检出10种ARGs亚型,分别为磺胺类、四环素类、喹诺酮类和大环内 酯类。四十里湾ARGs的绝对丰度为100~107copies/mL | [ | |
湖泊及水库 | 武汉湖泊(黄家湖、青菱湖、严西湖和涨渡湖)及西藏湖泊(羊卓雍错、空母错、珍错和错那) | 湖泊中共检出21种ARGs和313种ARGs亚型,主要为杆菌肽类、多重耐药 类。武汉湖泊中多黏菌素类和磺胺类丰度分别是西藏的3.5倍和6倍,并且沉 积物中的ARGs显著高于湖泊水体 | [ |
上海市金泽水库 | 共检测出283种ARGs,绝对丰度在n.d.-7.97×109 copies/L,其中丰度最高的 为多重抗药性,其次是氨基糖苷类,最低的是氯霉素类 | [ | |
江苏省淀山湖-澄湖-太浦河-金泽水库 | ARGs和移动基因元件(mobile genetic elements, MGEs)相对丰度随季节变 化。湖泊、河流及水库中共有54.5%的ARGs亚型 | [ | |
中国15个主要湖泊 | 畜牧业对湖泊中的ARGs的分布影响显著。长江中下游平原湖泊ARGs比青 藏高原的更丰富,湖泊沉积物中的四环素类ARGs更丰富 | [ | |
河流 | 滏阳河邯郸段 | ARGs绝对丰度在0~2.24×105 copies/L(水)和0~3.57×109 copies/kg(沉积 物),且出市断面丰度为入市断面的19倍 | [ |
贵州省赤水河流域 | 共检出9种ARGs,ARGs绝对丰度在1.53×106~1.41×108 copies/L之间(枯水 期)和3.62×104~1.26×108 copies/L之间(丰水期) | [ | |
印度亚穆纳河 | 共检出40种ARGs,亚穆纳河种的微生物群落拥有大量的ARGs,显示出对 多种抗生素的耐药性 | [ | |
长江(江苏段) | 定量分析了5种ARGs,其绝对丰度在2.81×102~1.31×1010 copies/mL之间, 主要的ARGs为磺酰胺类 | [ | |
深圳市茂州河道恢复前后(2018年和2020年) | ARGs和MGEs总丰度为1.41×106 copies/L(2018年)和1.41×105 copies/L (2020年)。河道恢复后,ARGs分布更均匀,并且与微生物群落之间的相关 性增强 | [ |
环境 | ARGs | 亚型 |
---|---|---|
污水处理厂 | β-内酰胺类 | bla,L1 beta-lactamase,OXA-37,OXA-119,PEDO-1,mecA |
磺胺类 | sul,leuO,sul1,sul2,dhfr1 | |
四环素类 | tetA,tetB,tetE,tetG,tetH,tetS,tetT,tetX, | |
氨基糖苷类 | aadA,aacA4,aadE,strB | |
大环内酯类 | ermB,ermC,erm43,mphB,ErmS,ereA,mphG,mefC | |
污水管道及管道壁膜生物反应器 | 氨基糖苷类 | AAC(6’)-Iad,aadA13 |
磺胺类 | sul1,sul2 | |
四环素类 | tetA,tetG | |
万古霉素类 | vanA,vanX | |
β-内酰胺类 | bla,amp | |
大环内酯类 | erm |
表2 水处理中报道最广泛ARGs及ARGs亚型
环境 | ARGs | 亚型 |
---|---|---|
污水处理厂 | β-内酰胺类 | bla,L1 beta-lactamase,OXA-37,OXA-119,PEDO-1,mecA |
磺胺类 | sul,leuO,sul1,sul2,dhfr1 | |
四环素类 | tetA,tetB,tetE,tetG,tetH,tetS,tetT,tetX, | |
氨基糖苷类 | aadA,aacA4,aadE,strB | |
大环内酯类 | ermB,ermC,erm43,mphB,ErmS,ereA,mphG,mefC | |
污水管道及管道壁膜生物反应器 | 氨基糖苷类 | AAC(6’)-Iad,aadA13 |
磺胺类 | sul1,sul2 | |
四环素类 | tetA,tetG | |
万古霉素类 | vanA,vanX | |
β-内酰胺类 | bla,amp | |
大环内酯类 | erm |
工艺 | 特点 | 参考文献 |
---|---|---|
生物处理 | 运行成本低,无需新修或改建。但厌氧反应器可能会增加ARGs丰度。与之相比,例如MBR和活性污泥法有较好的处理相关,其中MBR是最有效的技术。但ARGs会在污泥中进行富集,需要继续处理 | [ |
消毒工艺 | 消毒工艺具体有紫外消毒、液氯消毒和臭氧消毒等。其中紫外消毒和液氯消毒都可有效降低ARGs丰度,但臭氧消毒只能暂时灭活ARGs,随后促进ARGs的释放 | [ |
高级氧化 | 成本较高,产生的羟基自由基(·OH)及光催化中的光辐射损失可使ARB失活,从而对ARGs进行控制和去除 | [ |
人工湿地 | 运行成本低、便于维护。去除ARGs的机制为生物降解、底物吸附和植物吸收,在去除ARGs方面有巨大潜力 | [ |
组合工艺 | 将不同工艺相组合,优势互补,以达到对ARGs最好的去除效果 | [ |
表3 各处理工艺的特点
工艺 | 特点 | 参考文献 |
---|---|---|
生物处理 | 运行成本低,无需新修或改建。但厌氧反应器可能会增加ARGs丰度。与之相比,例如MBR和活性污泥法有较好的处理相关,其中MBR是最有效的技术。但ARGs会在污泥中进行富集,需要继续处理 | [ |
消毒工艺 | 消毒工艺具体有紫外消毒、液氯消毒和臭氧消毒等。其中紫外消毒和液氯消毒都可有效降低ARGs丰度,但臭氧消毒只能暂时灭活ARGs,随后促进ARGs的释放 | [ |
高级氧化 | 成本较高,产生的羟基自由基(·OH)及光催化中的光辐射损失可使ARB失活,从而对ARGs进行控制和去除 | [ |
人工湿地 | 运行成本低、便于维护。去除ARGs的机制为生物降解、底物吸附和植物吸收,在去除ARGs方面有巨大潜力 | [ |
组合工艺 | 将不同工艺相组合,优势互补,以达到对ARGs最好的去除效果 | [ |
技术 | 工艺 | 污水 | 效果 | 参考文献 |
---|---|---|---|---|
生物处理 | MBR | 猪场废水 | ARGs拷贝数去除率为1.5~2 logs | [ |
SMBR | 较短的SRT下,ARGs的去除率最高,减少了2.91 logs | [ | ||
CAS | 生活污水 | ARB浓度下降1 logs | [ | |
凝灰岩连续种植人工湿地 | int1和总ARGs去除率分别能达到85.9%~89.4%和87.1%~97% | [ | ||
人工湿地 | ARGs减少了1~3个数量级 | [ | ||
BAF | ARGs减少了0.6~1.2个数量级 | |||
消毒工艺 | 紫外UV254 | 污水处理厂二沉池和出水池废水 | 5个tet去除率分别在52.0%~73.5%之间(低通量,40mJ/cm2)和79.7%~92.0%之间(高通量,160mJ/cm2) | [ |
次氯酸钠(NaClO) | 在8mg Cl2/L甚至更低的情况下,tet去除率可达85%。在16mg Cl2/L,sul去除率可达99% | |||
O3 | 2mg/L O3下,tet和sul平均去除率为49.2%和34.5% | |||
氯化 | 自然水体 | sulI、sulII、tetG和tetA的去除率超过98.0% | [ | |
高级氧化 | 石墨氮化碳(g-C3N4)光催化 | 生活污水 | tetA和blaTEM-1的去除率分别为99.0%和98.0% | [ |
硫酸纳米锌铁(S-nZVI)过硫酸盐活化 | 5min内胞外ARGs减少8.0 logs | [ | ||
石墨氮化碳(g-C3N4)过硫酸盐活化 | tetA和int1减少超过2.5 logs | [ | ||
CeO2@CNT-NaClO电催化 | 模拟废水 | 30min内tetA和sul1减少2.3 logs和4.6 logs | [ | |
氯氧化铋(BiOCl)光催化 | 医院废水 | ampC、mexB、mexD、blaTEM、blaSHV等去除率超过90% | [ | |
组合工艺 | OD+反硝化沉淀池+氯消毒 | 生活污水 | 对总ARGs和总MGEs的去除率分别为28.31%和28.76% | [ |
CASS+反硝化沉淀池+紫外消毒 | 对总ARGs和总MGEs的去除率分别为36.62%和17.34% | |||
A2/O+MBR+氯消毒 | 对总ARGs和总MGEs的去除率分别为52.04%和44.27% | |||
光催化+人工湿地 | 模拟二级出水 | 总ARGs降低了2.36 logs,e-sul1降低了3.07个数量级,e-intI1降低了0.45个数量级 | [ | |
A/O-MBR-O3/AC | 生活污水 | ARGs降低2~3个数量级,丰度为10-0.71~101.91 copies/mL | [ | |
UASB/BTF+紫外 | 生活污水 | ARB浓度下降0.5 logs | [ | |
MAS/UV | 生活污水 | ARB浓度下降2~3 logs | ||
次氯酸钠(NaClO)+Fenton | 生活污水 | ARGs减少1.8~4.17 logs,并有效抑制ARB再生 | [ |
表4 各处理技术对ARGs去除效果
技术 | 工艺 | 污水 | 效果 | 参考文献 |
---|---|---|---|---|
生物处理 | MBR | 猪场废水 | ARGs拷贝数去除率为1.5~2 logs | [ |
SMBR | 较短的SRT下,ARGs的去除率最高,减少了2.91 logs | [ | ||
CAS | 生活污水 | ARB浓度下降1 logs | [ | |
凝灰岩连续种植人工湿地 | int1和总ARGs去除率分别能达到85.9%~89.4%和87.1%~97% | [ | ||
人工湿地 | ARGs减少了1~3个数量级 | [ | ||
BAF | ARGs减少了0.6~1.2个数量级 | |||
消毒工艺 | 紫外UV254 | 污水处理厂二沉池和出水池废水 | 5个tet去除率分别在52.0%~73.5%之间(低通量,40mJ/cm2)和79.7%~92.0%之间(高通量,160mJ/cm2) | [ |
次氯酸钠(NaClO) | 在8mg Cl2/L甚至更低的情况下,tet去除率可达85%。在16mg Cl2/L,sul去除率可达99% | |||
O3 | 2mg/L O3下,tet和sul平均去除率为49.2%和34.5% | |||
氯化 | 自然水体 | sulI、sulII、tetG和tetA的去除率超过98.0% | [ | |
高级氧化 | 石墨氮化碳(g-C3N4)光催化 | 生活污水 | tetA和blaTEM-1的去除率分别为99.0%和98.0% | [ |
硫酸纳米锌铁(S-nZVI)过硫酸盐活化 | 5min内胞外ARGs减少8.0 logs | [ | ||
石墨氮化碳(g-C3N4)过硫酸盐活化 | tetA和int1减少超过2.5 logs | [ | ||
CeO2@CNT-NaClO电催化 | 模拟废水 | 30min内tetA和sul1减少2.3 logs和4.6 logs | [ | |
氯氧化铋(BiOCl)光催化 | 医院废水 | ampC、mexB、mexD、blaTEM、blaSHV等去除率超过90% | [ | |
组合工艺 | OD+反硝化沉淀池+氯消毒 | 生活污水 | 对总ARGs和总MGEs的去除率分别为28.31%和28.76% | [ |
CASS+反硝化沉淀池+紫外消毒 | 对总ARGs和总MGEs的去除率分别为36.62%和17.34% | |||
A2/O+MBR+氯消毒 | 对总ARGs和总MGEs的去除率分别为52.04%和44.27% | |||
光催化+人工湿地 | 模拟二级出水 | 总ARGs降低了2.36 logs,e-sul1降低了3.07个数量级,e-intI1降低了0.45个数量级 | [ | |
A/O-MBR-O3/AC | 生活污水 | ARGs降低2~3个数量级,丰度为10-0.71~101.91 copies/mL | [ | |
UASB/BTF+紫外 | 生活污水 | ARB浓度下降0.5 logs | [ | |
MAS/UV | 生活污水 | ARB浓度下降2~3 logs | ||
次氯酸钠(NaClO)+Fenton | 生活污水 | ARGs减少1.8~4.17 logs,并有效抑制ARB再生 | [ |
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