Australian Water Management Review Vol. 1 2014 | Page 11

Wsaa WasteWater systeM infloW and infiltration ManageMent Steve carne, GHD Limited, auckland, New Zealand Neil moody, urban water Solutions, melbourne, australia Dr Jaimie Hicks, water Services association of australia Introduction With the recent La Nina weather cycles increasing rainfall along most of eastern Australia and New Zealand, the management of rainfall dependent inflow and infiltration (I/I) as a means of reducing wastewater overflows is now firmly back on the agenda of wastewater system managers on both sides of the Tasman. Responding to a clear need to fill knowledge gaps in this area amongst its membership, the Water Services Association of Australia (WSAA) has commissioned the development of a Good Practice Guideline document. This project effectively represents the definitive research work into I/I management practices. The resulting Good Practice Guideline Document can now be used by wastewater system managers to more confidently implement I/I reduction programs as a means of better managing wastewater system overflows. Methodology Survey questionnaires were sent out to all WSAA participant organisations to develop an understanding of current and intended approaches and practices related to I/I management. The results of these surveys were used to provide an understanding of the current practices in place and to define the scope and required outputs for the subsequent stages of the project works. Research was conducted on best practice works in Australia, New Zealand, the USA and Singapore which indicated that while progress has been limited in Australia in this area robust assessment and management practices have continued to evolve over this time in New Zealand and some jurisdictions in the USA. Features of the project’s output documentation include the following – • A comprehensive step by step guideline to identify and quantify levels of I/I, guidance on the likelihood of success of different mitigation measures for different circumstances, direction on the need for and approach for post remediation analysis • Definition and adoption of a consistent set of I/I key performance indicators • Discussion of the contentious issues associated with the responsibilities for removal of I/I entering the system through privatelyowned house laterals • Detailed information on the quantification, identification and removal of saline groundwater reduction and seawater intrusion, both of which impact on the useability of treated effluent for irrigation • Predictive guidelines and models for estimating the levels of I/I reduction that can be achieved for various levels of system rehabilitation. • Advice regarding potential risks and failure points in implementing a successful I/I reduction programme. Conclusion The recently completed WSAA I/I Project represents a significant piece of research of wastewater system I/I management practices throughout the world. It has produced a Good Practice Guideline document which is now being adopted by water agencies across Australia and New Zealand. It should be of significant value to wastewater system managers around Australia and New Zealand who are considering I/I reduction as a potential successful and reliable means of improved management of their wastewater system. AustrAliAn wat e r m a n a g e m e nt r e vie w 5