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Fate,Abundance and Characterization of Tetracycline Resistant Bacteria in a Wastewater Treatment Plant

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目录

声明

ACKNOWLEDGEMENTS

ABSTRACT

摘要

LIST OF ABBREVIATIONS

TABLE OF CONTENTS

LIST OF TABLES

LIST OF FIGURES

Chapter 1 Literature Review

1.1 Introduction to Antibiotic Resistance

1.1.1 Mechanism of Action of Antibiotic Drugs

1.1.2 Mechanisms of Bacteria Resistance to Antibiotic Drugs

1.2 Tetracyclines

1.2.1 Structure of Tetracyclines

1.2.2 Mode of Action

1.2.3 Function and Use of Tetracyclines

1.3 Tetracycline Resistant Bacteria

1.3.1 Mechanism of Bacteria Resistance to Tetracycline

1.4 Wastewater Treatment Plants

1.4.1 Antibiotics and Antibiotic Resistant Bacteria in Wastewater Treatment Plants

1.4.2 Tetracycline Resistance in Aquatic Environment

1.4.3 The Role of WWTPs in the Proliferation of Antibiotic Resistant Bacteria/Genes

1.5 Aim and Significance of the Study

1.5.1 Problem Statement

1.5.2 Hypothesis

1.5.3 Research Objectives

Chapter 2 Materials and Methods

2.1 Reagents and Instruments

2.1.1 Chemicals and Reagents

2.1.2 Instruments

2.2 Experimental Design and Procedure

2.2.1 Wastewater Sampling

2.2.2 Tetracycline Solution

2.2.3 Media Preparation

2.3 Isolation and Viable Count of Tetracycline Resistant Bacteria

2.3.1 Isolation of TRB

2.3.2 Cultivation Conditions

2.3.3 Counting Bacteria

2.4 Tetracycline Resistance Rates

2.5 Bacterial Removal Rate

2.6 Bacteria Characterization

2.7 Molecular Identification of Tetracycline Resistant Bacteria

2.7.1 DNA Extraction from Isolated Culture

2.7.2 16S rDNA Analysis of Isolated Cultivable Bacteria

2.7.3 Sequencing and Phylogenetic Analysis of Isolates

2.8 Growth Study of the Selected Bacteria Strains

2.8.1 Optimization of Growth Conditions

2.8.2 Determination of Bacterial Cell Growth

2.8.3 Calculations

Chapter 3 Results and Discussion

3.1 Enumeration of Cultivable Bacteria by Viable Plate Count

3.2 Abundance of TRB in WWTP

3.3 Fate of TRB in WWTP

3.3.1 Effect of Different Operational Units on TRB Number

3.3.2 Effect of Different Operational Units on TRB Removal Rate

3.3.3 Effect of Different Operational Units on TRB Resistance Rate

3.3.4 Role of Wastewater Disinfection on TC Resistance Prevalence

3.4 Impact of TC Concentrations on TRB

3.5 Characterization of TRB from WWTP

3.5.1 Phenotypic Characterization of the Isolates

3.5.2 Phylogenetic Affiliation of the Isolates

3.5.3 Gram Staining of the Isolates

3.5.4 Growth Studies of Bacteria Isolates

3.5.5 Molecular Analysis of TRB from WWTP

Chapter 4 Conclusions and Future Study

4.1 Conclusion

4.2 Future Study

References

Appendix

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摘要

四环素抗性细菌(TRB)越来越多地在废水处理厂(WWTP)被检测到,标志着WWTP可能是传播四环素(TC)耐药性的一个重要来源,而这可能会给人类带来严重的健康危机。因此,本研究的目的正是立足于中国厦门的前埔污水处理厂,调查TRB在一个典型废水处理系统中的迁移,丰度并对其进行表征和特性研究。
  实验中,废水样品从三个不同的处理单元收集:进水(初级澄清池),二级出水(活性污泥法AS中的二沉池)和最终出水(紫外线UV消毒后),以传统培养法为基础,考察TRB的丰度,去除率和耐药率随着处理过程的变化。选用LB和R2A两种培养基与浓度为5,20和30mg/L的TC,分别对异养细菌(HB)和TRB测定采用平板活菌计数。结果表明,LB是比R2A更适合筛选废水中的TRB。对TRB和HB来说,进水样品中的细菌数量明显高于二级和最终出水的细菌数。与以前的研究比较,本实验中AS二级出水中含有丰度极高的TRB。此外,分别计算了AS和UV操作对HB和TRB的去除率,具体而言,通过UV处理HB和TRB的去除率分别为99.8%和97%,而通过AS对应的去除率是72.8%和30%。这些数据表明AS在TRB的去除过程中效率相当低。
  除了数量,细菌耐药性的潜力也值得关注,这可以通过耐药率进行评估。和TRB数量不同,耐药率呈相反趋势,即随着处理过程的递进而增加。在进水,二级出水和最终出水中,TRB平均耐药率分别为19%,49.9%和62.7%,其中AS和UV后耐药率几乎比进水提2-3倍,这说明TRB的抵抗能力在通过这两个处理单元后将大幅提高,也意味着WWTP将产生更严重的公共卫生风险。
  论文对TRB数量/耐药率和TC浓度之间的关系也进行探讨。无论进水,二级出水还是最终出水样品,TRB数量/耐药率都与TC浓度(从5到30mg/L)呈现强烈的负线性相关关系。这表明,含低浓度TC(据本研究,低于30mg/L)的废水中应该得到更多的关注,因为这种情况下TC会更容易诱发增加TRB数量和耐药能力。
  此外,本研究还分离、确定了WWTP中的代表性TRB,并分析它们的生理和系统分类特性。基于16S rDNA测序鉴定,所有的TRB菌株属于2个不同的门:厚壁菌门,放线菌,而芽孢杆菌是构成的TRB的最优势菌属(75%)。
  总之,本研究证实该WWTP是一个潜在的TC耐药性传播源,废水处理过程很难完全消除携带TC耐药性的细菌,反而往往会引起细菌耐药性能力的提高。这些研究结果将为WWTP处理TRB开发更合理的技术提供重要信息。

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