Fitzroy: Supporting information
- Below-average annual rainfall contributed to low runoff across the region.
- Storage volumes at 30 June 2021 were 25% full, marginally higher than at the same time last year.
- 55% of the allocated water was taken in 2020–21, primarily for irrigation scheme supply.
For further information on the regions water accounting statements scroll down this page or click on the links below:
Water assets

- Water asset volumes in the region at 30 June 2021 were 425 GL, around 96% of which is water held in storages. The remaining amount is water held in aquifers and rivers.
Figure S1 Total storage volume in the region at 30 June 2021 compared with the previous 11 years
- Storage volumes increased marginally from 22% full at 30 June 2020 to 25% full at 30 June 2021, the first annual increase in storage in four years.
Figure S2 Percentage-full volume on 30 June 2021 for each storage and total volumes for the 2013–21 year (inset)
- By mid-December 2020, storage volumes had dropped to 15% full, the region's lowest level on record (since 1973).
- Small rises in storage occurred during January–March 2021 following wet season rainfall events. Storage levels peaked at 30% full in late-March 2021.
- Fairbairn Reservoir, which is the largest storage in the region, was 17% full at the end of the year. Most of the smaller storages in the eastern part of the region closer to the coast were more than 60% full at 30 June 2021.
- More detailed information on the individual storages within the region is available on the Bureau of Meteorology's Water Storage website.
Water liabilities

- Water liabilities in the Fitzroy region refer to the volume of allocation remaining on licence entitlements at the end of the 2020–21 year.
Description | Individual users (ML) | Urban system (ML) | Irrigation scheme (ML) | |
Opening balance at 1 July 2020 | 0 | 0 | 0 | |
add | Allocation | 82,204 | 12,528 | 208,322 |
less | Allocated diversion | 55,724 | 7,725 | 104,362 |
less | Adjustment and forfeiture | 26,480 | 4,803 | 103,960 |
Closing balance at 30 June 2021 | 0 | 0 | 0 |
Description | Individual users (ML) | Urban system (ML) | Irrigation scheme (ML) | |
Opening balance at 1 July 2020 | 0 | 0 | 0 | |
add | Allocation | 688 | 967 | 13,354 |
less | Allocated extraction | 626 | 523 | 9,119 |
less | Adjustment and forfeiture | 62 | 444 | 4,235 |
Closing balance at 30 June 2021 | 0 | 0 | 0 |
- Most of the licences have a water year from 1 July–30 June. The portion of water allocation that has not been abstracted at the end of a water year is forfeited and the allocation remaining at the end of the year was 0 ML.
- A more detailed description of water allocations in the Fitzroy region is given in the Water use section below.
Water flows

Figure S3 Water inflows and outflows for the region's water stores during the 2020–21 year
- Total water flows into the region's storages was 1,503 GL. The key item contributing to water inflows was runoff, which made up 92% of total water inflows for the region.
- For the fourth consecutive year, runoff was much lower than average (based on modelled data from 1971–2021) due to relatively poor wet-season rainfall across the region.
- The key item contributing to water outflows for the region was river outflow, which made up 37% of the total outflows. River outflow was well below average due to the dry conditions and low runoff across the region.
- Water taken for consumptive use was 612 GL, around 35% of the total outflow (see Water use section below).
Water availability
Figure S4 Annual surface water available in the Fitzroy region, 2011–12 to 2020–21
- Physical surface water availability is calculated as the sum of accessible storages at the start of the year and the inflows (precipitation, runoff, and inter-region inflows) into storages and rivers during the year.
- In 2020–21, surface water availability was below average for the fourth consecutive year reflecting the continued dry conditions experienced across the region over the last few years.
- As physical water availability is much higher than the region's water needs, water allocations and water taken vary little between the years (see Water use section below).
Water use

Figure S5 Water taken during the 2020–21 year in the region's water supply schemes
- Total surface water diverted in the region was 505 GL.
- Around 67% of the surface water taken was non-allocated diversion for individual users outside of the region's water supply schemes (337 GL).
- 21% of the surface water diversions were for irrigation scheme supply, mostly from the Nogoa Mackenzie Water Supply Scheme; 11% were for individual users within water supply schemes and 2% were for the urban system.
- Total groundwater extracted in the region was 107 GL.
- Around 91% of the groundwater extractions were for individual users, mostly non-allocated extraction outside the water supply scheme; 9% was for irrigation scheme supply and less than 1% was for the urban system.
Figure S6 Surface water allocations and diversions in the Fitzroy region for the years ending 30 June, from 2017–2021
- In 2020–21, total surface water allocation was 303 GL, mostly for irrigation scheme supply; 55% of the allocated surface water was taken.
- Surface water diversions for the irrigation scheme were much lower than last year. During the last three years, irrigation scheme supplies were relatively less because of the very dry conditions across the region. Typically, dry conditions mean users have an increased reliance on water supplied from the storages.
- The large increase in non-allocated diversions to individual users was due to a number of additional licences being issued during the year.
- Allocated surface water diversions for individual users and the urban system remained relatively unchanged. Town supply in particular generally changes little from year to year.
Figure S7 Groundwater allocations and extractions in the Fitzroy region for the years ending 30 June, from 2017–2021
- In 2020–21, total groundwater allocation was 15 GL, mostly for irrigated agriculture from the Callide Valley Water Supply Scheme; 68% of the allocated groundwater was taken.
- Groundwater extracted for the irrigation scheme, and individual users was similar to the previous year.
Water market activity

- In 2020–21, a total of 46,228 ML of surface water allocations and 45,130 ML of surface water entitlements were traded.
- A total of 1,492 ML of groundwater allocations and 5,332 ML of groundwater entitlements were traded during the year.
- For more information on water trade in the region, see the Bureau's Water Market Dashboard.
- For information on the allocation and trading rules, see the Business Queensland, Queensland Government website, or the websites of the resource operations licence holders (SunWater and Fitzroy Water).
Cultural and environmental water

Cultural benefit
- The water plans for the Fitzroy region support water-related cultural values, including the values of the traditional owners in the plan area, and provide mechanisms that support water being made available for Indigenous communities (see the Cultural water management section in the 'Region description').
- Cultural water provisions are generally linked to the environmental water requirements in the plans.
Environmental benefit
Environmental water provisions
- Environmental water provisions are defined at 17 river nodes and 4 groundwater nodes within the region.
- Environmental water requirements for one of these river nodes, on the Dawson River below Neville Hewitt Weir, are presented below.
Figure S8 Example environmental water provisions for the Dawson River
- A minimum baseflow must be passed through the storage when inflows exceed a set flow rate and storage levels are above a set level.
- A first post-winter flow management strategy allows for a higher-pulse flow to be passed through the storages at the start of the wet season, up to the weir discharge capacity.
- A more detailed description of the environmental water provisions for the Dawson River, as well as for other locations within the region, is provided in the Water Plan (Fitzroy Basin) 2011.
Environmental water outcomes
Figure S9 Example of environmental outcomes for Dawson River in 2020–21
- In 2020–21, the minimum baseflow flow requirements for the Dawson River below Neville Hewitt Weir were generally met.
- A pulse event was passed through the weir in late December 2020 as part of the first post-winter flow strategy. Large flow events occurred later in the wet season during January and April 2021.