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Canberra: Supporting information

  • Wet conditions in 2020–21 contributed to above-average annual runoff across the region.
  • End-of-year storage was 100% full compared to 56% full the previous year.
  • 60% of the allocated water was taken in 2020–21, primarily for residential use.

Schematic representation of the Canberra region. In 2020–21, runoff was 8% more than average. Storage volumes at 30 June 2021 were 100% full, much higher than the previous year. 63% of the total surface water allocation (79 GL) was taken. 12% of the total groundwater allocation (5 GL) was taken.

For further information on the region's water accounting statements scroll down this page or click on the links below:

 

Water assets

Aerial cityscape, Canberra region (Bureau of Meteorology © Andrew Terracini)

 

  • Water asset volumes in the region at 30 June 2021 were 332 GL, about 84% of which is water held in storages. The remaining amount is water held in lakes, rivers, and the urban distribution pipe network.

 

Bar graph of annual storage volume in the Canberra region at 30 June for the years 2010–2021. Accessible storage plus dead storage is plotted against the storage capacity to show percentage full at 30 June each year. Storages at 30 June 2021 were 100% full, the highest end-of-year storage volume since 2010. The lowest was in 2010 when storages were 55% full.
Figure S1 Total storage volume in the region at 30 June 2021 compared with the previous 11 years

 

  • Storage volumes increased from 56% full at 30 June 2020 to 100% full at 30 June 2021.
  • In 2013 the Cotter Reservoir was enlarged, increasing the region's total storage capacity to better deal with water demand during periods of drought (see 2013 Account).
  • Due to extraordinary rainfall and flooding in March 2012, the Cotter dam spilled as the dam was not fully constructed. However, in July 2016, the newly constructed dam spilled for the first time.
  • The end-of-year storage volume at 30 June 2021 was the highest compared with the previous 11 years.

 

Map of Canberra region showing the status of each storage at 30 June 2021. The storages are colour coded into ten categories of volume as a proportion of capacity. Bendora storage was over 80% full. Cotter storage was over 70% full. Googong and Corin storages were less than 50% full. An inset line graph shows the time series of percentage-full storage volume between 1 July 2013–30 June 2021. Canberra storages at 30 June 2021 were 56% full, slightly less than last year.
Figure S2 Percentage-full volume on 30 June 2021 for each storage and total daily storage volume from 2013–2021 (inset)

 

  • Very high rainfall in August and October 2020 resulted in a large rise in storage levels across the region during a 3-month period between mid-August and mid-November 2020.
  • Storage levels reached 100% full in mid-November 2020. Storage levels remained near capacity for the remainder of the 2020–21 year due to wet conditions throughout the first half of 2021.
  • The storage volume in Googong Reservoir returned to 100% of capacity at 30 June 2021 for the first time since 2017. The reservoir had remained full, or near full, since the end of the Millennium Drought in 2010; however, from the start of 2017 to mid-2020, storage volumes had dropped by more than 50%.
  • More detailed information on the individual storages within the region is available on the Bureau of Meteorology's Water Storage website.

 

Water liabilities

Lake Burley Griffin, Canberra region (Bureau of Meteorology © Malcolm Watson)

 

  • Water liabilities in the Canberra region refer to the volume of allocation remaining on licence entitlements at the end of the 2020–21 year.

 

Table S1 Volume of surface water allocation remaining at 30 June 2021
Description Individual users (ML) Urban system (ML)
  Opening balance at 1 July 2020 0 0
add Allocation 8,341 71,060
less Allocated diversion 933 49,319
less Adjustment and forfeiture 7,408 21,741
  Closing balance at 30 June 2021 0 0

 

Table S2 Volume of groundwater allocation remaining at 30 June 2021
Description Individual users (ML)
  Opening balance at 1 July 2020 0
add Allocated 4,698
less Allocation extraction 549
less Adjustment and forfeiture 4,149
  Closing balance at 30 June 2021 0

 

  • The water supply licences for the region have a water management year that ends on 30 June. The portion of water allocation that has not been abstracted at the end of the water year is either forfeited or is carried over into the next water year.
  • For individual users and the urban licence entitlement the unused portion of the allocation is assumed to be forfeited and the allocation remaining at the end of the year was 0 ML.
  • A more detailed description of water allocations in the Canberra region is given in the Water use section below.

 

Water flows

Scrivener Dam, Canberra region (Bureau of Meteorology © Andrew Terracini)

 

Figure S3 Water inflows and outflows for the region's water stores and systems during the 2020–21 year

 

  • Total surface water flows into the region's storages was 997 GL. The key items contributing to surface water inflows were runoff and inflow from outside region, which made up 48 and 45%, respectively of the total surface water inflows.
  • For the first time in four years, runoff was above average (based on modelled data from 1971–2021) due to high rainfall across the region.
  • A key item contributing to surface water outflows from the region's storages was river outflow, which made up 84% of the total surface water outflows. River outflow was well above average due to the wet conditions and high runoff across the region.
  • Water taken from surface water and groundwater resources for consumptive use was 52 GL, around 13% of the total outflow (see Water use section below).

 

Water availability

Bar graph of annual surface water availability in the Canberra region for the years 2011–2021. Storage at 1 July plus estimated inflows during the year is plotted against the mean water availability (based on 1971–2021 data). Surface water available during 2020–21 was above average for the first time in 5 years. Water availability was well above average during 2011–12.
Figure S4 Annual surface water available in the Canberra region, 2011–12 to 2020–21

 

  • Physical surface water availability is calculated as the sum of storage at the start of the year (see Water assets) and estimated inflows into storages and rivers during the year (see Figure S3).
  • Surface water availability in the Canberra region in 2020–21 was above average for the first time in five years.
  • As physical water availability is much higher than the region's water needs, water allocations vary little between years.
  • Water taken during the year is influenced by the physical water availability. Typically, water taken from surface water resources is higher when water availability is low. This is discussed in more detail in the Water use section below.

 

Water use

Evening cityscape, Canberra region (Bureau of Meteorology © Andrew Terracini)

 

Doughnut graphs of water supplied to different users in 2020–21. Surface water taken in the Canberra region was 51 GL, mostly for the urban system. Groundwater taken was 1 GL, mostly for licenced individual users.
Figure S5 Water taken for consumptive use in the Canberra region in 2020–21

 

  • Total surface water diverted in the region was 50,747 ML.
  • 97% of the total diversion was for the urban system while 3% was supplied to individual users under allocated diversions and statutory rights.
  • Total groundwater extracted in the region was 983 ML.
  • All of the groundwater extractions were for individual users; 56% of the total were allocated extractions while 44% was made under a statutory right.

 

Bar graph of annual surface water allocation and diversion for different users in the Canberra region from 2011–12 to 2020–21. Most of the surface water allocations are associated with the urban system. These allocations change little from year to year. In 2020–21, 69% of the allocation for the urban system was taken, 11% less than the previous year. 11% of the allocation for individual users was taken. Non-allocated surface water is also taken for individual users under a statutory right.
Figure S6 Surface water allocations and diversions in the Canberra region for the years ending 30 June, from 2012–2021

 

  • In 2020–21, total surface water allocation was 79 GL, mostly for urban system supply. 89% of the allocated surface water was taken.
  • Allocated diversion to the urban system was almost 11% less than last year. The recent trend of decreasing urban water supply reflects the wet conditions across the region over the last year, which has resulted in a decreased water demand from customers.

 

Bar graph of annual groundwater allocation and extraction for different users in the Canberra region from 2011–12 to 2020–21. All the groundwater allocations are associated with individual users. The allocation in 2020–21 was more than all the previous five years. In 2020–21, 12% of the allocation for individual users was taken, less than all the previous years. Non-allocated groundwater is also taken for individual users under a statutory right.
Figure S7 Groundwater allocations and extractions in the Canberra region for the years ending 30 June, from 2012–2021

 

  • Total groundwater allocation was 5 GL, all for private and commercial use. 12% of the allocated groundwater was taken.
  • Allocated extractions for individual users were half to the previous year.

 

Urban system supply

Bar graph showing the annual water sourced for Canberra region's urban supply system during the period from 2010–11 to 2020–21. Since 2010–11, total water sourced for the urban system has been generally trending upwards. Surface water is the only water source for urban supply. Key aspects of the graph are described in the text below the figure.
Figure S8 Water sources used in Canberra's urban supply system during the 2020–21 year compared with the previous ten years

 

  • Total inflow to the urban water supply system was 49 GL, almost 11% less than the previous year.
  • Surface water diversions from the region's storages make up 100% of the urban supply.

 

Water restrictions

 

  • Icon Water introduced permanent water conservation measures for potable water use in November 2010, which govern how water can be used on gardens and lawns and for pool filling, car washing, and cleaning.
  • For more information, refer to the Bureau of Meteorology's Water Restrictions website.

 

Water market activity

Lake Burley Griffin, Canberra region (Bureau of Meteorology © Perry Wiles)

 

  • The volume of water allocation and entitlement traded in the region is small, typically representing less than 1% of the total water allocation.
  • For more information on water markets in the region, see the Water Markets Dashboard.

 

Cultural and environmental water

Sunset on Lake Burley Griffin, Canberra region (Bureau of Meteorology © Andrew Terracini)

 

Cultural benefit

  • Cultural water values within the region are closely aligned with environmental water outcomes. In cases where complementary outcomes can be achieved, environmental water, delivered for environmental purposes, then also meet the cultural water requirements.
  • More information on cultural water requirements are provided in the Cultural water management section in the 'Region description'.

 

Environmental benefit

Environmental water provisions

  • Environmental water provisions are defined for aquatic ecosystem categories and specific river reaches in Chapter 5 of the 2013 Environmental Flow Guidelines.
  • Environmental water requirements for one of these river reaches, on the Cotter River below Corin Dam, are presented below.

 

Example line graph of daily flow in the Cotter River below Corin Dam, station number 410752. The flow is compared with the required environmental water provisions, including minimum baseflow (which is 75% of the 80th percentile of natural monthly inflows, or inflow, whichever is less, all year), riffle maintenance flow (which is flow greater than 150 ML/day for 3 consecutive days every 2 months), and pool maintenance flow (which is flow greater than 550 ML/day for 2 consecutive days between July and October).
Figure S9 Example environmental water provisions for the Cotter River below Corin Dam

 

  • The required environmental flows are maintained through a combination of strategic water releases or spills from storages, as well as by restricting the volume of water that can be diverted from a catchment.
  • The baseflow requirement is specified on a monthly basis, with fortnightly variations in the rate of release preferred compared to constant discharge for the month.
  • Drawdown limits for impoundments, and protection of larger, less frequent 'channel maintenance' flows are also a part of the environmental water provisions, but are not shown on the figure above.

 

Environmental water outcomes

Line graph of daily flow in 2020–21 in the Cotter River below Corin Dam, station number 410752. The flow is compared with the required environmental water provisions, including minimum baseflow, riffle maintenance flow (150 ML/day), and pool maintenance flow (550 ML/day). Key aspects of the daily flow graph are described in the text below the figure.
Figure S10 Flow in the Cotter River compared with the required flow regime during the 2020–21 year

 

  • In 2020–21, streamflow in the Cotter River below Corin Dam generally exceeded all environmental requirements.