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1.7 ORGANISATION OF THE THESIS<br />

This study documents the performance <strong>of</strong> the <strong>pilot</strong>-<strong>scale</strong> ABR and considers its application in the<br />

treatment <strong>of</strong> <strong>domestic</strong> wastewater. Figure 1.4 shows the logical flow <strong>of</strong> this thesis.<br />

Appendix A1:<br />

Discharge standards<br />

Chapter 4:<br />

Experimental Phase I: Umbilo WWTP 2000‐2001<br />

Appendix A4:<br />

Applied vs. Apparent<br />

HRT<br />

Appendix A5:<br />

Calculation <strong>of</strong> solids<br />

retention time<br />

Figure 1.4: Organisation <strong>of</strong> the thesis<br />

Chapter 1:<br />

Introduction<br />

Chapter 2:<br />

Literature Review<br />

Chapter 3:<br />

Pilot ABR installations<br />

and operation<br />

Chapter 1 introduces low cost sanitation in South Africa and the ABR project. Objectives <strong>of</strong> the study<br />

and the hypotheses <strong>of</strong> the research are presented.<br />

Chapter 2 presents an overview <strong>of</strong> relevant literature including general theory <strong>of</strong> <strong>anaerobic</strong> digestion,<br />

<strong>anaerobic</strong> digester technology, <strong>anaerobic</strong> digestion <strong>of</strong> sewage and research into the <strong>anaerobic</strong> <strong>baffled</strong><br />

<strong>reactor</strong>.<br />

Chapter 3 is the materials and methods chapter <strong>of</strong> the thesis, and describes the construction <strong>of</strong> the<br />

<strong>pilot</strong>-<strong>scale</strong> ABR, installations at Umbilo and Kingsburgh WWTP, and sampling and analytical<br />

methods used in this study.<br />

Chapter 4 and Chapter 5 present and analyse the results <strong>of</strong> operation <strong>of</strong> the <strong>pilot</strong>-<strong>scale</strong> ABR at<br />

Umbilo and Kingsburgh WWTP.<br />

Chapter 6 is the central chapter <strong>of</strong> the thesis in which the findings <strong>of</strong> the previous two chapters are<br />

considered in terms <strong>of</strong> what they reveal about design requirements <strong>of</strong> an ABR for <strong>domestic</strong> wastewater<br />

treatment. Gaps in the information are identified and mass balance and steady-state models are<br />

employed to supply the missing data, where possible.<br />

Chapter 7 presents the conclusions and recommendations for future research.<br />

7<br />

Chapter 5:<br />

Experimental Phase II‐IV: Kingsburgh WWTP 2002‐2004<br />

Chapter 6:<br />

Discussion: Implications for design and operation<br />

Chapter 7:<br />

Conclusions and Recommendations<br />

Appendix A3:<br />

Additional Results<br />

Appendix A6:<br />

Determination <strong>of</strong><br />

outflow characteristics<br />

Appendix A2:<br />

Methods <strong>of</strong> sampling<br />

and <strong>analysis</strong><br />

Appendix A7:<br />

Publications

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