The Moorabool River water management area is located within the South East Coast Drainage Division, west of Melbourne. The Moorabool River joins the Barwon River near Geelong, which flows into Bass Strait. Little River, also located in the Moorabool River water management area, flows into Port Phillip Bay.
Southern Rural Water is the licensing authority and manages both surface and groundwater diversions. Barwon Water supplies water to Geelong while Central Highlands Water supplies water to Ballarat and a number of smaller towns such as Bungaree and Wallace. The Corangamite Catchment Management Authority is responsible for waterway management in the Moorabool River water management area.
This chapter draws extensively on the State Water Report 2004/05 (DSE, 2006).

Figure 1 Moorabool River water management area locality map
Download high resolution Map:
Moorabool River water management area locality map (1.0 Meg)
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Related Water Management Areas
The links below provide access to similar reports.
As outlined in the Victorian State Water Report 2004/05 (DSE, 2006), Ballarat and surrounding towns supplied by the Ballarat system were on Stage 3 water restrictions between September 2003 and March 2005. For the remainder of 2004-05, Stage 2 restrictions were in place.
Stage 3 water restrictions were in place for licensed diverters on the Moorabool River in July 2004, followed by various levels of restriction from January 2005 to the end of the 2004-05 period. Restrictions ranged from an irrigation ban on winter fill, to a complete irrigation ban in January, April and May 2005.
There were several large rainfall events in 2004-05 which resulted in poor water quality in Lal Lal dam at She Oaks. The poor quality of releases prevented some extraction for urban water supply.
Rainfall conditions (Figure 2) in the Moorabool River water management area in 2004-05 were close to the long term annual average across most of the water management area. Annual streamflow (Figure 4), while higher than previous years at many gauges, was largely impacted by a one-in-20 year rain event that occurred in February 2005 (Figure 3). See Table 1 for a summary of contextual data.
The representative hydrograph from the Bungaree WSPA shown in Figure 5 illustrates seasonal fluctuations in groundwater levels, with the overall trend relatively stable.
Table 1 Summary of Moorabool River water management area contextual information
| Rainfall1 |
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| Total rainfall 2004-2005 |
|
|
Average annual rainfall for period of record |
|
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Average annual rainfall 1994-2005 |
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| Total evapotranspiration2 |
|
|
Evapotranspiration 2004-05 |
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| Water restrictions in 2004-053 |
|
|
Irrigation / Other |
|
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Town water supplies |
|
| Entitlement volumes4 |
|
|
Entitlement volume 2004-05 |
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Figure 2 Annual rainfall for the Moorabool River water management area (modified from BOM, 2006)

Figure 3 Monthly rainfall and evaporation for the Moorabool River water management area (modified from BOM, 2006 & Climate Atlas)

Figure 4 Streamflow hydrograph for the Moorabool River water management area for Little River at Little River (gauge 232200)

Figure 5 Representative bore hydrograph for the Moorabool River water management area
Summary of the total water resources in the basinThe total volumes of water available and supplied from water resources in the Moorabool River water management area are shown in Table 2.
Table 2 Summary of water balance in the Moorabool River water management area, 2004-05|
| Captured Rainfall (or total available water, or rainfall for storage | | | | | Evapotranspiration | | | | | Returns from the economy (includes treated effluent) | | | | | Extraction & Diversions | | | | | Losses | | | | | GW/SW Interaction Volume | | | | | Transfers In | | | | | Transfers Out | | | | | Outflows | | | | Error Term (error as % of inflows) | | | | | Opening Storage capacity | | | | | - major storages | | | | | - farm dams | | | | | - other | | | | | Closing Storage capacity | | | | | - major storages | | | | | - farm dams | | | | | - other | | | | | Change in storage (closing – opening storage) | | | |

Figure 6 Water balance summary diagram for the Moorabool River water management area
Outcomes from the water cycle report
The following information becomes apparent from Table 2.
- There was a large increase in the overall volume of surface water stored (73%). This increase may be attributable to the higher than average rainfall and runoff. Despite this increase, storage volumes within large dams in the Moorabool River water management area (i.e. Korwinguboora Reservoir, Bostock Reservoir, Lal Lal Reservoir and Moorabool Reservoir) were at 34% of total capacity by June 2005.
- There were no estimates available for the volume of baseflow in the catchment (i.e. the volume of groundwater discharged to surface water features). There is concern that groundwater extraction from the Bungaree WSPA may be reducing streamflows in the Upper Moorabool catchment (DSE, 2006).
- Data accuracy for the groundwater usage estimates was low as much of it was self extracted and un-metered. This may also contribute to the large error term in the groundwater balance. For all the groundwater usage the total estimated licensed volume was used, this volume included metered and unmetered extractions.
- Licences on unregulated streams were not generally metered.
- Water use was predominantly from surface water resources.
- There were no effluent recycling plants within the water management area. There may be opportunities for significant water efficiency savings within this water management area.
- As outlined in the Victorian State Water Report 2004/05 (DSE, 2006), an estimate of in-stream losses to groundwater and evaporation was made using the Moorabool and Lower Barwon REALM models. The estimates calculated by the REALM models do not include losses occurring between the point of water diversion from the Moorabool basin and the point of use. Transmission losses in the East Moorabool system through leakage in the Bostock and Ballan channels are estimated to be 15-20%. In the West Moorabool system transmission losses are estimated to be 10%.
- There was a volume in the State Water Report 2004/05 for the combined in-stream infiltration of groundwater, flows to floodplain and evaporation.This volume could not be separated into the relevant components so was incuded in the system losses as one figure. For Moorabool River the volume was 4,400 ML.
- The storage capacity of farm dams in the catchment was estimated to be 28,900 ML (DSE, 2006). Information on start and end of season storage volumes was not available, however it was estimated that 29,400 ML was harvested and 22,200 ML used in the 2004-05 season from small catchment dams.
- The environment’s share of total water flow at the basin outlet was approximately 43,600 ML, which is about 50% of total inflows into the basin. This volume represents water flowing from the basin which was not taken out of waterways for consumptive use.
- Data could not be obtained for the following items in the water balance:
- Groundwater storage volumes (renewable and non-renewable)
- Soil - unsaturated zone storage volumes
- River channels storage volumes
- Baseflow
- Groundwater extraction from unincorporated groundwater management units
- Groundwater discharged to evapotranspiration
Download 2004-05 water cycle report:Moorabool River SWMA water cycle report (100 kb) (this document requires the use of Adobe Acrobat Reader)
Summary of data availability and reliabilityThe data for this water balance was variable (see Table 3) with most of the surface water information obtained from the State Water Report 2004/05, whilst the groundwater information was less detailed and only covered part of the water management area.
A REALM model of the catchment is available (modelling the surface water) and active consideration is being given to extending this model to include groundwater inflows and outflows.
The data for this water balance was predominantly category A, indicating that the majority of the data was of a high standard. However, 61% of the fields had no information for them either due to them being not applicable (e.g. no snow so no snow pack value), or not available. The overall reliability for the catchment was ±66% (between a C and D rating).
Table 3 Summary of Moorabool River water management area data reliability |
| A (+/- 10%) | | | | | B (+/- 25%) | | | | | C (+/- 50%) | | | | | D (+/- 100%) | | | | | E (no data) | | | | | F (no data currently available) | | | | | Not applicable | | | | | WMA data reliability index | | | |
Related Websites
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The estimate of regional water consumption was prepared by the Australian Bureau of Statistics (ABS) for the Moorabool River Surface Water Management Area
Estimated water consumption is 31,128 ML
Household comprises approximately 48% of total water consumption; Agriculture comprises approximately 24% of total water consumption; Other comprises approximately 23% of total water consumption; Mining and Manufacturing comprise the remainder.
PLEASE NOTE: Regional estimates were derived using survey data designed to produce state- and territory-level estimates, and incorporated data from a range of other sources. The degree of confidence that can be attached to individual regional estimates is variable. In general, the estimates should be used with a moderate degree of confidence. For further details see ABS Publication 4610.0.055.002
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The categories used for the breakdown of water consumption are as per Table 2.9
of the Water Account 2004-05. "Other" in respect of the estimated water consumption
comprises water use within the following industries:
- Water supply, sewerage and drainage services
- Electricity and gas
- Forestry and fishing
- Services to Agriculture
- "Other industries"
Results of the National Water Commission’s Framework for Assessment of River and
Wetland Health for
Moorabool River
SWMA
This page provides a summary of the results of the National Framework for the Assessment of River and Wetland Health (FARWH) for Moorabool water management area. Table 4 Results of the National Framework for the Assessment of River and Wetland Health (FARWH) for Moorabool water management area
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Biota
|
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The Biota Index provides a measure of the biological health of rivers using data on aquatic macroinvertebrates as assessed by the Index of Stream Condition. |
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Catchment Disturbance |
0.56 |
The Catchment Disturbance Index provides a measure of human land-use changes that impact the river and wetland condition and the biota.
The catchment disturbance for Victoria were generated using the methods developed in the National Land and Water Resources Audit 2001. |
|
Hydrology Disturbance |
0.61 |
The Hydrological Disturbance Index assesses the flow regimes change that result from river regulation and/or substantial flow diversion or extraction.
For Victoria the Hydrology condition of rivers is based on Flow, Stress, Ranking (FSR). |
|
Physical Form |
0.42 |
Physical Form was assessed for Victorian water management areas based on the Index of Stream Condition methods and includes stream bank and bed condition, presence of, and access to, physical habitat. |
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Water Quality |
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Insufficient water quality data were available to report on for this water management area. |
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Fringing Zone |
0.38 |
The Fringing Zone Index uses the Streamside Zone data from the Victorian Index of Stream Condition including quantity and quality of streamside vegetation, and condition of billabongs. |
|
Overall Score |
0.45 |
The Overall Index for a Surface Water Management area is a combination of the individual indices (Biota, Fringing Zone, Hydrological Disturbance, Physical Form and Water Quality) to assess the overall health of the river.
For Victoria the indices are integrated at reaches using inverse ranking and weighted by reach length, then aggregated to give the overall score for the Surface Water Management Area. |
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Figure 7 Results of the National Framework for the Assessment of River and Wetland Health (FARWH) for Moorabool water management areaNote: The ranges associated with the graph are described below. |
| 0.0-0.2 | severely modified | | 0.2-0.4 | substantially modified | | 0.4-0.6 | moderately modified | | 0.6-0.8 | slightly modified | | 0.8-1.0 | largely unmodified |
See the National Framework for the Assessment of River and Wetland Health (FARWH) report on the Publications page for details on the assessment method.
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This page provides high level performance indicators of water management for the
Moorabool River
surface water management area (SWMA) based on information provided by the government
of
Victoria.
It provides answers to a range of questions of relevance to the National Water Initiative
(NWI), specifically in relation to:
Please note that a dash means that either the data was not
available, not provided or that the question was not relevant for a particular area.
Surface water management framework
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What is the status of the water management plan for this surface water management
area?
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Final - full coverage of water management area |
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If a final or draft plan has been written, what year was it completed?
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2004 |
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If a final or draft plan has been written, does it consider groundwater explicitly? |
No |
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If yes, how is groundwater considered? |
|
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Technical assessment |
- |
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Management decisions |
- |
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What percentage of the surface water management area is covered by the water management
plan(s)? |
100 |
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Does your water plan specify water quality objectives to meet environmental and
other public benefit outcomes? |
No |
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Other items included in the management framework are: |
|
|
Metering program for this area |
Included |
|
Effluent recycling |
Included |
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Climate change |
Included |
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Aquifer storage and recovery |
Included |
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Household rainwater tanks |
Included |
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Efficient irrigation systems |
Included |
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Other |
Stormwater included |
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Management plan available at: |
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Water resource caps
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Has a cap been placed on surface water usage / abstraction in this surface water
management area? |
Yes |
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Is the cap an absolute limit to allocation or provisional limit? |
Absolute |
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If there is a cap, what year was it implemented? |
2004 |
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If there is a cap, is it considered to represent the sustainable surface water yield? |
Yes |
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The following water usage types are included/not included under the cap: |
|
|
Irrigation |
- |
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Urban supply |
- |
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Commercial / Industrial |
- |
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Minor catchment storages |
- |
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Minor on-stream storages |
- |
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Minor extracted water storages |
- |
|
Stock and domestic |
- |
|
Mining / Oil and gas |
- |
|
Forestry |
Not included |
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Floodplain harvesting |
- |
|
Drought supply |
- |
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Greywater use |
Not included |
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Effluent recycling |
Not included |
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Aquifer storage and recovery |
- |
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Does auditing of compliance with the cap occur? |
Yes |
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Compliance report available at:
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Compliance report |
Surface water / groundwater interaction
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Are surface water and groundwater managed as an integrated water resource in this
surface water management area? |
No |
|
Reason or method: |
Integration has not been assessed |
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Integrated management plan available at:
|
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Surface water sustainable yield
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The sustainable yield within this surface water management area for 2004/05 was: |
68627 ML |
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The method used to determine the sustainable yield was: |
- |
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Was the sustainable yield determined for the combined (i.e. surface water and groundwater)
water? |
No |
|
Is the cap considered to be at or below the sustainable yield of surface water? |
At |
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What is the level of entitlements relative to the sustainable yield? |
High level of development |
Environmental water requirements
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Have environmental water requirements been determined for this surface water management
area? |
Yes - complete coverage of water management area |
|
If yes, what year were they completed?
|
2004 |
|
For regulated areas, how much of the mean annual flow is not available for allocation
and provided for the environment? (percentage of mean annual flow at locality of
river regulation) |
50% |
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Are there formal environmental water provisions for regulated rivers? |
Yes |
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If so, what method was used to determine environmental water provisions for regulated
rivers? |
Flows to mimic natural flows of the system (ie including minimum flows, pulse flows & flood flows at different times of the year) |
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For what percentage of the rivers are provisions made? |
100% |
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Maps illustrating which rivers have provisions available at: |
|
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Do the environmental water provisions consider groundwater?
|
No |
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If yes, how? |
- |
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Completed Environmental Flows Reports available at: |
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Surface water diversions
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The total surface water diversion in the surface water management area for 2004/05
was: |
<%DataBinder.Eval(Container.DataItem, "SSDVOLML_C", " {0} ML") %>
|
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What percentage of surface water diversion is determined from metered data? |
45 % |
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What is the level of diversions relative to the sustainable yield? |
Moderate level of diversions (30 - 69%) |
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For surface water diversion that is NOT metered, how was the surface water diversion
determined for 2004/05? |
|
|
Estimated from irrigated areas |
Yes |
|
Estimated from licence volume |
Yes |
|
Estimated from power usage for pumps |
- |
|
Estimated from models |
Yes |
|
Other |
Yes - Statewide SDL estimates of small catchment dam use |
Surface water entitlements
|
Entitlements for surface water are required/not required for the following usage
types:
|
|
|
Irrigation |
- |
|
Urban supply |
- |
|
Commercial / Industrial |
- |
|
Minor catchment storages |
- |
|
Minor on-stream storages |
- |
|
Minor extracted water storages |
- |
|
Stock and domestic |
- |
|
Mining / Oil and gas |
- |
|
Forestry |
Not required |
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Floodplain harvesting |
- |
|
Drought supply |
- |
|
Greywater use |
Not required |
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Effluent recycling |
Not required |
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Aquifer storage and recovery |
- |
|
Other |
- |
Protected terrestrial areas
|
Each of the following protection types cover a percentage of the surface water management
area as detailed:
|
|
|
Habitat/species management area |
- |
|
Managed resource protected areas |
0.09 |
|
National park |
3.13 |
|
Natural monument |
- |
|
Protected landscape/seascape |
- |
|
Strict nature reserve |
0.31 |
|
Wilderness area |
- |
|
Total |
3.52 |
Related links
The links below provide access to similar data reports for groundwater management
units (GMUs) that overlap this surface water management area (SWMA).
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