Eurobodalla Integrated Water Cycle Management Strategy
Eurobodalla Integrated Water Cycle Management Strategy
Eurobodalla Integrated Water Cycle Management Strategy
Create successful ePaper yourself
Turn your PDF publications into a flip-book with our unique Google optimized e-Paper software.
8.3.2 Immediate Measures<br />
84<br />
<strong>Eurobodalla</strong> <strong>Integrated</strong> <strong>Water</strong> <strong>Cycle</strong> <strong>Management</strong> <strong>Strategy</strong><br />
The existing supply scheme has some inherent deficiencies. These deficiencies could be<br />
easily overcome with appropriate immediate measures. Implementing the immediate<br />
measures will greatly assist Council to recover from the current drought and improve the<br />
system reliability. The deficiencies and the recommended immediate measures are<br />
discussed below.<br />
One of the problems Council regularly experiences after drought or after periods of being<br />
solely reliant on the dam is the long period it takes to fill the Deep Creek Dam. Additionally,<br />
Council is also reliant on Deep Creek Dam water to meet peak demands in the Batemans<br />
Bay area, the reason for this being:<br />
the small gravity transfer rate between Moruya Main Reservoir and the dam<br />
the design and operational problems associated with the Malua Bay booster<br />
pumping station, and<br />
the inability of Moruya River pumps to run in parallel.<br />
Hydraulic analysis (see appendix I) indicates that the transfer rate from Moruya main to<br />
Batemans Bay could be increased by either relocating the existing Malua Bay booster<br />
pumps and electrics to the disused Mossy Point booster pumping station, or by installing a<br />
smaller pump within the existing Malua Bay booster pumping station.<br />
Analysis shows that relocating the existing pumps and the electrical components is a more<br />
viable option than installing a smaller pump. This is due to the better dual functionality (i.e.<br />
relative ability to transfer more water in both directions by the same pump) achievable at<br />
Mossy Point compared to Malua Bay. Upgrading the power supply to the Moruya River<br />
pumps will enable parallel operation of the pumps and the ability to harvest more water.<br />
The second issue currently faced by Council is the inability of the Tuross River system to<br />
meet peak demands due to inherent river extraction problems, the flow mismatch between<br />
the low and high head pumps, and the inadequate power supply to run pumps in parallel.<br />
Council is currently implementing measures to overcome the river extraction problems.<br />
Council should also consider eliminating the flow mismatch between the low and high head<br />
pumps by either installing variable speed drives on existing pumps or by installing newer<br />
pumps. The power supply upgrade to the Tuross River pump station should also be<br />
expedited.<br />
The third issue is the inability of the existing telemetry and the control elements on the<br />
reservoirs and valves to operate in a narrow and more efficient range. Newer technologies<br />
are now available to improve this situation. Therefore Council should consider undertaking<br />
a review of the current operating concept with a view to improving efficiency and capacity.<br />
The fourth issue is maintaining an appropriate chlorine residual throught the system. To<br />
addess this requires the provision of rechlorination facilities at strategic locations.<br />
8.3.3 Short term Measures<br />
Short term measures include both the ability to harvest higher river flows and the ability to<br />
transfer and store water quickly in Deep Creek Dam. This could be achieved by<br />
implementing the following works.<br />
A dedicated pipeline between Moruya River intake and Deep Creek Dam. It is<br />
proposed to locate the pipeline along the existing high voltage transmission<br />
easement. This will minimise environmental and social impacts during construction<br />
and contain development within existing disturbed area. Economic analysis