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Eurobodalla Integrated Water Cycle Management Strategy

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48<br />

Demand ML/a<br />

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

9,000<br />

8,000<br />

7,000<br />

6,000<br />

5,000<br />

4,000<br />

3,000<br />

2,000<br />

1,000<br />

0<br />

1982 1992 2002 2012 2022 2032<br />

Year<br />

Historical Calender Year<br />

Historical <strong>Water</strong> Year<br />

Traditional<br />

Baseline<br />

Demand <strong>Management</strong><br />

Figure 6-12 Forecast of Regional Schemes Average Annual <strong>Water</strong> Demand<br />

The figure shows that the water demands predicted using the traditional approach is about<br />

1000ML more than that predicted using the contemporary approach. Some of this extra<br />

demand could be attributed to the higher population projection in the traditional approach.<br />

Both the traditional and contemporary demand projection approaches assumes that the<br />

current water use practices and behaviour will continue as at present and the demand<br />

variation to climate and tourist inflow will also continue as at present. The Supplementary<br />

Demand Report prepared by DLWC provides additional information and assumptions<br />

relating to contemporary demand forecast approach used for this study.<br />

Figure 6-14 and Figure 6-13 shows the regional schemes current and future average<br />

annual and peak day water demand splits between the northern, central and southern<br />

urban areas.

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