Dairy shed wastewater treatment ponds

Credits
FOREWORD
Summary
Glossary
1.0 Introduction
- 1.1 Synopsis, 1.2 Background, 1.3 Brief for Policy Research for MAF Policy, 1.4 Methods
2.0 General description of oxidation pond functions, processes, and performance
3.0 A review of two pond system design and performance
- 3.1 BOD₅ and Suspended Solids, 3.2 Nitrogen and Phosphorus in DSW Ponds Effluent, 3.3 Pathogen Indicators in Two-Pond System Effluent
4.0 Re-examination of the function and performance of oxidation ponds treating dairy shed wastewater
- 4.1 Anaerobic Ponds, 4.2 Aerobic Ponds
5.0 Concepts regarding the function and performance of DSW two-pond systems, and how they may be improved
6.0 DSW pond effluent and the sustainability of environmental resources
- 6.1 Pollution Potential of Two-Pond Effluent Discharge, 6.2 Effluent Discharge Standards, 6.3 Ammonia, Pathogens1 and Pesticide Residuals as Pollution Parameters
7.0 Regional Council policy, practice, and experience regarding the use of DSW two-pond systems
- 7.1 Policy, 7.2 Current Practice in the Regulation of two-Pond System Discharge
8.0 Ponds and other technology for appropriate treatment of DSW prior to discharge or land application
- 8.1 Rationale for Treatment, 8.3 Other Treatment Systems
9.0 Summary and conclusions
- Appendix 1 - Interim recommendations of design changes for two-pond systems for dairy shed wastewater.
- Appendix 2 - Documents Examined for this Report
References

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