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Eurobodalla Integrated Water Cycle Management Strategy

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<strong>Eurobodalla</strong> <strong>Integrated</strong> <strong>Water</strong> <strong>Cycle</strong> <strong>Management</strong> <strong>Strategy</strong><br />

pumping effectively reduces the security of supply resulting in more frequent restrictions<br />

than predicted (3 times in the past 15 years compared with modelling parameters of 10<br />

restrictions every 100 years). A filtration plant would eliminate the need for turbidity limit on<br />

run-of-river pumping and would restore the original secure yield under the current licence<br />

conditions. The current licence condition allows all the water available at the intakes to be<br />

extracted to meet the urban demands. As a result there is no explicit protection of the<br />

downstream environment and water users particularly during low flow periods. However, in<br />

recognition of the social and environmental values, Council generally tends to cease<br />

pumping when flows in the rivers are low. This has also contributed to lower supply security<br />

and more frequent restrictions than the model suggests, which is based only on the licence<br />

condition.<br />

Current Security of Supply Status<br />

Figure 6-17 shows that the secure yield of the existing scheme based on the current licence<br />

conditions is about 8 200 ML/a. Based on population projections, the existing system of<br />

source infrastructure is adequate to supply demand for the next 40+ years. However, due to<br />

Council’s operating strategy, which limits extraction when the river water is turbid and<br />

protects low flows by ceasing to pump, the actual secure yield is likely to be substantially<br />

less. Due to the lack of operational turbidity data the secure yield based on the current<br />

operational strategy cannot be accurately quantified at this stage.<br />

Whilst the above observations are based on system modelling outcomes, in the<br />

development of the model care has been taken to ensure that it represents the actual<br />

situation as far as practical. There are still areas of uncertainty, and in developing the model<br />

the following assumptions have been made:<br />

Extraction is not constrained by water quality of the supply sources (e.g. turbidity)<br />

The accuracy of the system modelling outcome is limited by the extent and<br />

accuracy of the last 104 years of historic stream flow and rainfall data used<br />

Any changes to catchment land use and irrigation practices will not significantly<br />

alter the stream flow sequence<br />

Future climate will be statistically similar to the observed historic climate<br />

Future urban water use pattern will be statistically similar to observed historic usage<br />

patterns and that the current legislation and community ‘consciousness and<br />

awareness’ on conservation will continue<br />

The population of <strong>Eurobodalla</strong> will continue to increase albeit at a slower rate than<br />

in the past and that it will remain a popular tourist and holiday destination.<br />

Environmental Flow and Access Sharing<br />

As discussed in section 6.1.1, the <strong>Water</strong> <strong>Management</strong> Act will affect how much water is<br />

available for harvesting during low flow periods. Leaving water for the river environment will<br />

improve the environmental health and the long term sustainability of the river, however it<br />

also reduces the secure yield of the water supply system. The quantity of water required for<br />

the environmental flows has yet to be decided by the water management committees. At<br />

the inter-agency meeting (October 2002) it was agreed that the future planning should<br />

consider the following cease to pump and flow access conditions as the base level cases<br />

for the three supply sources:<br />

Within the first 10 year cycle of the water sharing plan, cease to pump when<br />

Moruya, Tuross and Buckenboura Rivers flow drops below 12 ML/d, 17 ML/d and<br />

1 ML/d respectively at the water supply intake (95 th percentile).<br />

55

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