25 Maribyrnong Basin
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Maribyrnong Basin 25 Maribyrnong Basin 25.1 Location of Water Resources The Maribyrnong basin is located within the South East Coast Drainage Division. The headwaters are located near Lancefield and Macedon and the Maribyrnong River flows through Melbourne before joining the Yarra River estuary just upstream of Port Phillip Bay. A map of the river basin is shown in Figure 25-1. Groundwater management areas (GMAs) within the Maribyrnong basin include the whole Lancefield GMA and part of the Cut Paw Paw GMA. 25.2 Responsibilities for Management of Water Resources Melbourne Water is the licensing authority responsible for managing private diversions in the lower Maribyrnong basin commencing below the confluence with Deep Creek and the Maribyrnong River. Melbourne Water, as bulk supplier, and City West Water, as retail water supplier, are responsible for water supply in metropolitan Melbourne, while Western Water is responsible for supplying urban areas located outside the metropolitan area. Southern Rural Water is the licensing authority responsible for managing private diversions in the upper Maribyrnong Basin and groundwater in the whole of the Maribyrnong basin. Southern Rural Water also manages Rosslynne Reservoir. The Port Phillip and Westernport Catchment Management Authority was responsible for co- ordinating natural resources and catchment management in the Maribyrnong Basin in 2004/05. The Government's Our Water Our Future action plan determined that Melbourne Water be given responsibility for waterways, drainage and floodplain management in the entire Port Phillip and Westernport region. This responsibility was formalised in November 2005. 25.3 Seasonal Overview Rainfall conditions in the Maribyrnong Basin in 2004/05 were close to average at around 80- 100% of long-term average annual rainfall, however streamflows remained well below average. This is most likely due to the prolonged effects of the recent drought having depleted soil moisture. Saltwater Creek, one of the main tributaries flowing into Rosslynne Reservoir, recorded only 16% of its long-term average in 2004/05 (at gauge 230210), whilst streamflow in Riddells Creek (at gauge 230204) was 31% of the long-term average. Total streamflows in 2004/05 and 2003/04 were almost identical. Water restrictions were in place to varying degrees across the basin and were lifted as water availability improved for the first time in several years. The restrictions previously applied to Gisborne, Macedon, Mount Macedon and Riddells Creek were eased in December 2004, and then lifted in March 2005 along with previous restrictions to Lancefield, Sunbury, Bulla, Diggers Rest, and Romsey. Gisborne, Mount Macedon, Macedon and Riddells Creek, which are supplied from Rosslynne Reservoir, had previously been on Stage 4 restrictions (of four stages). In July 2004, pumping bans were in place for Barringo Creek, Bolinda Creek, Main Creek, Deep Creek, Charlie Creek, Witch Creek, Number 3 Creek, Riddells Creek, Turitable Creek, Willimigongon Creek and Jacksons Creek. These restrictions were lifted in the following month, except for Jacksons Creek, which was lifted in October 2004. With the exceptions of Charlie Creek and Witch Creek, which were without restriction for the remainder of the State Water Report 2004/05 Page 195 Maribyrnong Basin Figure 25-1 Map of the Maribyrnong basin Page 196 State Water Report 2004/05 Maribyrnong Basin 2004/05 period, bans for all aforementioned creeks were reinstated from January 2005 onwards. The Maribyrnong River, which has its regulated licences managed by Melbourne Water, was also subject to a ban in March 2005 and May 2005, as well as Monument Creek from April 2005 onwards. There was not enough water in Melbourne Water’s share of Rosslynne Reservoir to provide a seasonal allocation for licensed private diverters. Southern Rural Water provided a seasonal allocation of 25% in February for diverters on Jacksons Creek, however only a small proportion of this allocation was accessed given that water was unavailable until late in the season. An assessment of the environmental health of rivers and streams in the Maribyrnong basin is available in the Index of Stream Condition (Department of Sustainability and Environment, 2005). (Go to: www.vicwaterdata.net). A separate assessment of urban streams is available from Melbourne Water. 25.4 Summary of the Total Water Resources in the Basin The total volumes of water available and supplied from water resources in the Maribyrnong basin are shown in Table 25-1. Table 25-1 Summary of total water resource and water use in the Maribyrnong basin, 2004/05 Total Water Resource Total Use Water Source (ML) (ML) Surface Water 39,300 13,300 Groundwater (1) not available not available Recycled Water 2,950 2,090 Note: (1) The total resource and use is not stated because not all GMAs or WSPAs in this basin have more than 90% of their surface area within the river basin boundary. 25.5 Water for the Environment In 2004/05 there was no formal environmental water reserve established in the Maribyrnong basin. The environment’s share of total flow at the basin outlet was around 16,700 ML, which is about 42% of the total amount of water in the basin (Table 25-2). This amount consists of environmental flows required under passing flow obligations in consumptive bulk entitlements in the basin, and all other water flowing in the basin which was not taken out of streams for consumptive uses. Maribyrnong River flows have been reduced significantly and the seasonal flow pattern in the regulated reaches of the basin has been modified. As a result of providing water to meet irrigation demand, the flow regime of Jacksons Creek has changed significantly from the natural pattern, with higher than natural flows during the irrigation season and often low flows at other times. However, in 2004/05 and other years of low allocation, higher than natural flows during the irrigation season would not have occurred. A Streamflow Management Plan is proposed for the Upper Maribyrnong River to develop water sharing rules to minimise the impacts of such diversions and to ensure the water resources of the area are managed equitably and sustainably. State Water Report 2004/05 Page 197 Maribyrnong Basin 25.6 Surface Water Resources 25.6.1 Water Balance A surface water balance for the Maribyrnong basin is shown in Table 25-2. Rosslynne Reservoir is the only large storage located within the basin. The storage volume was extremely low at the start of the year, at only 6% of total capacity. The storage volume increased during 2004/05, but was still only 13% full at the end of June 2005. Catchment inflows were only 32% of their long-term average. By far the largest diversion of water was for farm dams, making up about two thirds of the total diversions. As part of the water balance calculation, the estimation of inflows for the Maribyrnong basin was based on the sum of diversions, losses and outflows, minus inflows from treated effluent discharged to rivers, and taking into account the change in storage volume over the year. Table 25-2 Balance of surface water in the Maribyrnong basin 2004/05 2003/04 Water Account Component (ML) (ML) Storage Volume Volume in storage at start of year 1,600 2,700 Volume in storage at end of year 3,600 1,600 Change in storage 2,000 -1,100 Inflows Catchment inflow (1) 37,300 36,700 Transfers from other basins 0 0 Return flow from irrigation 0 0 Treated effluent discharged back to river 1,970 1,210 Sub-total 39,300 37,900 Usage Urban diversions 3,840 2,730 Licensed private diversions from regulated streams 400 300 Licensed private diversions from unregulated streams 1,300 1,300 Small catchment dams 7,800 7,800 Sub-total 13,300 12,100 Losses Net evaporation losses from major storages 200 1,200 Losses from small catchment dams 4,800 4,800 In-stream infiltration to groundwater, flows to floodplain and evaporation (2) 2,300 4,400 Sub-total 7,300 10,400 Water Passed at Outlet of Basin River outflows to the ocean 16,700 16,500 Environment’s Share of Total Flow in the Maribyrnong Basin 16,700 16,500 Notes: (1) Inflows have been back-calculated from outflows plus diversions. (2) Losses estimated using loss functions from the Maribyrnong REALM. The volume of estimated losses reduced from the previous year due to an improvement of the calculation method. Page 198 State Water Report 2004/05 Maribyrnong Basin 25.6.2 Small Catchment Dams The capacity of small catchment dams in the Maribyrnong basin is estimated to be around 11,600 ML. Usage in 2004/05 is estimated to be approximately equal to the average annual usage of 7,800 ML and, after allowing for losses, the total catchment run-off that is harvested by the dams is estimated to be 12,600 ML. Table 25-3 Small catchment dam information Capacity Usage Total Water Type of Small Catchment Dam (ML) (ML) Harvested (ML) Stock and domestic 5,800 2,900 n/a Irrigation 5,800 4,900 n/a Total 11,600 7,800 12,600 Note: (1) n/a: information not available 25.6.3 Water Entitlement Transfers Temporary transfers of water entitlement within the Maribyrnong basin totalled 76 ML in 2004/05. No permanent transfers occurred in the basin over the year. 25.6.4 Volume Diverted The volume of water diverted under each water authority’s bulk entitlement is shown in Table 25-4. Compliance with individual bulk entitlement volumes is deemed to occur if water use is not more than the maximum volume allowed to be diverted in 2004/05. Licences on unregulated streams are not currently metered and hence compliance has not been assessed.