Canberra
Water resources and systems
Introduction
The following set of notes provides consolidated reports for each of the water stores and systems within the Canberra region during the 2011–12 year. The water stores and systems included in the region are shown in Figure 1.
For a more detailed description of the region, please refer to the General description section of the 'Contextual information'.
Figure 1 Schematic diagram of the water stores and systems within the Canberra region
Information on all water flows to and from each water store/system are presented in this note, including between-store flows and transfers that are not presented in the water accounting statements. The between-store flows and transfers that occur in the region are presented in Figure 2.
Figure 2 Schematic diagram of between-store flows that occur within the Canberra region; line item numbers are provided next to the flows
The numbers on the diagram refer to the line item numbers in the water store notes. For each between-store flow, there are two line item numbers – one refers to flow out of a water store and the other refers to flow into a water store.
Surface water
A description of the Canberra region's surface water resources is provided in the Contextual information.
The Statement of Water Assets and Water Liabilities for the surface water store (Table 1) shows that total surface water increased during the 2011–12 year in the Canberra region.
Water assets | Volume at 30 June 2012 (ML) | Volume at 30 June 2011 (ML) |
1 Surface water | ||
1.1 Storages | 206,139 | 201,252 |
1.2 Unregulated river | – | – |
1.3 Regulated river | – | – |
1.4 Lakes and wetlands | 34,622 | 38,500 |
Total surface water assets | 240,761 | 239,752 |
Water liabilities | ||
5 Surface water liability | ||
5.2 Surface water allocation remaining – urban water system | 0 | 0 |
Total surface water liabilities | 0 | 0 |
Opening net water assets | 239,752 | 153,148 |
Change in net water assets | 1,009 | 86,604 |
Closing net water assets | 240,761 | 239,752 |
The volume of the surface water asset included water held in surface water storages within the Canberra region. The surface water asset excluded the water in river channels and some lakes and wetlands in the region due to the lack of both data and a suitable quantification approach.
There are four urban water supply storages within the Canberra region: Bendora Reservoir, Corin Reservoir, Cotter Reservoir and the Googong Reservoir. At the end of the 2011–12 year the volume of water in these storages was high (see line item 1.1 Storages).The water levels at Corin Reservoir and Googong Reservoir were slightly above their total capacity level and Cotter Reservoir was almost full. The higher surface water storage during the 2011–12 year is attributed to the increased inflows into the storages, primarily driven by higher than average rainfall experienced throughout the period (see Climate statement).
The location of each storage within the Canberra region, and the volume of water, including dead storage, in each storage as a percentage of total storage capacity (per cent full) at the end of the 2011–12 year, is shown in Figure 3.
Figure 3 Location map of the storages within the Canberra region; the % full volume on 30 June 2012 for each storage is also shown
Water asset increases | 2011–12 volume (ML) | 2010–11 volume (ML) |
9 Surface water increases | ||
9.1 Precipitation on surface water | 21,110 | 19,713 |
9.2 River inflow to region | 582,184 | 287,899 |
9.3 Groundwater discharge | – | – |
9.4 Runoff to surface water | 1,075,728 | 1,240,466 |
9.6 Overbank flood return to river channel | – | – |
9.9 Discharge from urban water system | 34,325 | 39,262 |
Total surface water increases | 1,713,347 | 1,587,340 |
Water liability decreases | ||
13 Surface water liability decreases | ||
13.2 Adjustment and forfeiture of surface water allocation–urban water system | 29,210 | 30,056 |
Total surface water liability decreases | 29,210 | 30,056 |
Water asset decreases | ||
17 Surface water decreases | ||
17.1 Evaporation from surface water | 20,097 | 18,982 |
17.2 River outflow from the region | 1,596,539 | 1,144,888 |
17.3 Leakage to groundwater | – | – |
17.4 Leakage to landscape | – | – |
17.5 Overbank flood spilling | – | – |
17.6 Surface water diversions–other statutory rights | – | – |
17.7 Entitled diversion on non-allocated surface water to users | 1,415 | 1,188 |
17.8 Entitled diversion of non-allocated surface water to urban water system | 0 | 4,365 |
Total surface water decreases | 1,618,051 | 1,169,423 |
Water liability increases | ||
21 Surface water liability increases | ||
21.2 Surface water allocation announcements–urban water system | 71,000 | 71,000 |
Total surface water liability increases | 71,000 | 71,000 |
Balancing item–surface water | 52,497 | 290,369 |
Change in net water assets | 1,009 | 86,604 |
Water inflows | 2011–12 volume (ML) | 2010–11 volume (ML) |
9 Surface water inflows | ||
9.1 Precipitation on surface water | 21,110 | 19,713 |
9.2 River inflow to region | 582,184 | 287,899 |
9.3 Groundwater discharge | – | – |
9.4 Runoff to surface water | 1,075,728 | 1,240,466 |
9.6 Overbank flood return to river channel | – | – |
9.9 Discharge from urban water system | 34,325 | 39,262 |
Total surface water inflows | 1,713,347 | 1,587,340 |
Water outflows | ||
17 Surface water outflows | ||
17.1 Evaporation from surface water | 20,097 | 18,982 |
17.2 River outflow from the region | 1,596,539 | 1,144,888 |
17.3 Leakage to groundwater | – | – |
17.4 Leakage to landscape | – | – |
17.5 Overbank flood spilling | – | – |
17.6 Surface water diversions–other statutory rights | – | – |
17.7 Entitled diversion on non-allocated surface water to users | 1,415 | 1,188 |
17.8 Entitled diversion of non-allocated surface water to urban water system | 0 | 4,365 |
17.12 Entitled diversion of allocated surface water to urban water system | 41,790 | 40,944 |
Total surface water outflows | 1,659,841 | 1,210,367 |
Balancing item – surface water | 52,497 | 290,369 |
Opening water storage | 239,752 | 153,148 |
add/(less): Change in water storage | 1,009 | 86,604 |
Closing water storage | 240,761 | 239,752 |
A schematic diagram representing all the inflows and outflows associated with the surface water store in the Canberra region is provided in Figure 4. The numbers on the diagram refer to the line item numbers in Table 3.
Figure 4 Schematic diagram of water inflows and outflows for the surface water store within the Canberra region during the 2011–12 year; line item numbers are provided in brackets
Allocation diversions
In the 2011–12 year the largest diversion made from the surface water system was for the public water supply (17.12 Entitled diversion of allocated surface water to urban water system).
Balancing item
The balancing item volume represents the difference between the measured opening and closing balances of the surface water store, after physical inflows and outflows have been applied. This item is an indication of both the accuracy of the volumes reported and the degree to which the reported water flows represents a complete surface water store balance.
The balancing item is calculated according to Table 4.
|
Account |
Volume (ML) |
|
Opening balance (30 June 2011) |
239,752 |
add |
Total surface water inflows (see Table 3) |
1,713,347 |
minus |
Total surface water outflows (see Table 3) |
1,659,841 |
minus |
Closing balance (30 June 2012) |
240,761 |
|
Balancing item–surface water store |
52,497 |
The calculation of the water balance on the surface water store yielded a balance difference of 52,497 ML. This is approximately 3% of the total surface water inflows during the 2011–12 year.
Groundwater
The aquifers in the Canberra region are described in Physical information in Groundwater. Given the majority of groundwater within the region is stored in fractured rock aquifers that are difficult to measure and monitor, no value was available for the volume of water stored in the aquifers.
A more detailed explanation is provided in line item notes 2.1 and 2.2.
Water assets | Volume at 30 June 2012 (ML) | Volume at 30 June 2011 (ML) |
2 Groundwater | ||
2.1 Water table aquifer | – | – |
2.2 Underlying aquifers | – | – |
Total groundwater assets | – | – |
Opening net water assets | – | – |
Change in net water assets | – | – |
Closing net water assets | – | – |
Water asset increases | 2011–12 volume (ML) | 2010–11 volume (ML) |
10 Groundwater increases | ||
10.1 Groundwater inflow from outside region | – | – |
10.3 Recharge from landscape | – | – |
10.4 Recharge from surface water | – | – |
10.5 Leakage from off–channel water storage | – | – |
10.6 Leakage from urban water system | 2,906 | 3,099 |
Total groundwater increases | 2,906 | 3,099 |
Water asset decreases | ||
18 Groundwater decreases | ||
18.1 Groundwater outflow to outside region | – | – |
18.3 Discharge to landscape | – | – |
18.4 Discharge to surface water | – | – |
18.5 Discharge to off–channel water storage | – | – |
18.7 Groundwater extractions–other statutory rights | 435 | 435 |
18.8 Entitled extraction of non–allocated groundwater to users | 335 | 335 |
Total groundwater decreases | 770 | 770 |
Balancing item–groundwater | 2,136 | 2,329 |
Change in net water assets | 0 | 0 |
Water inflows | 2011–12 volume (ML) | 2010–11 volume (ML) |
10 Groundwater inflows | ||
10.1 Groundwater inflow from outside region | – | – |
10.3 Recharge from landscape | – | – |
10.4 Recharge from surface water | – | – |
10.5 Leakage from off–channel water storage | – | – |
10.6 Leakage from urban water system | 2,906 | 3,099 |
Total groundwater inflows | 2,906 | 3,099 |
Water outflows | ||
18 Groundwater outflows | ||
18.1 Groundwater outflow to outside region | – | – |
18.3 Discharge to landscape | – | – |
18.4 Discharge to surface water | – | – |
18.5 Discharge to off–channel water storage | – | – |
18.7 Groundwater extractions–other statutory rights | 435 | 435 |
18.8 Entitled extraction of non–allocated groundwater to users | 335 | 335 |
Total groundwater outflows | 770 | 770 |
Balancing item–groundwater | 2,136 | 2,329 |
Opening water storage | 0 | 0 |
add/(less): Change in water storage | 0 | 0 |
Closing water storage | 0 | 0 |
A schematic diagram representing all the inflows and outflows associated with the groundwater store in the Canberra region is provided in Figure 5. The inflow and outflow volumes for the groundwater store during the 2011–12 year are given in Table 7. The numbers on the diagram refer to the line item numbers in Table 7.
Figure 5 Schematic diagram of water inflows and outflows for the groundwater store within the Canberra region during the 2011–12 year; line item numbers are provided in brackets
Balancing item
The balancing item volume represents the difference between the measured opening and closing balances of the groundwater store, after physical inflows and outflows have been applied.
|
Account |
Volume (ML) |
|
Opening balance (30 June 2011) |
– |
add |
Total groundwater increases (see Table 7) |
2,906 |
minus |
Total groundwater decreases (see Table 7) |
770 |
minus |
Closing balance (30 June 2012) |
– |
|
Balancing item–groundwater store |
2,136 |
Urban water system
The urban water system within the Canberra region is discussed in the Other water resources and systems section of the 'Contextual information'. It consists of three sub–components:
- Urban water supply system
- Wastewater system
- Recycled water system.
Surface water (11.12) is the main source of water for the Canberra's urban water supply system.
The Statement of Water Assets and Water Liabilities for the urban water system (Table 9) shows that the volume of water in the urban water system changed little during the 2011–12 year in the Canberra region.
Water assets | Volume at 30 June 2012 (ML) | Volume at 30 June 2011 (ML) |
3 Urban water system | ||
3.1 Urban water supply system | 904 | 853 |
3.2 Wastewater system | – | – |
3.3 Recycled water system | 2 | 2 |
3.7 Urban claim on surface water | 0 | 0 |
Total urban water system assets | 906 | 855 |
Opening net water assets | 855 | 887 |
Change in net water assets | 51 | (32) |
Closing net water assets | 906 | 855 |
The information in Table 9 does not include service water storages or the pipe network managed and owned by Queanbeyan City Council (QCC). The QCC water supply system is much smaller in size than the ACTEW Water system and it is expected that the volume stored within the QCC tanks and pipes would be much less than that reported for ACTEW Water's system.
Table 9 shows that for the urban system in the Canberra region, only the volume of water contained in the urban water supply system could be quantified. The volume only includes 47 tanks and the pipe network owned by ACTEW Water. This volume does not include any data from the Queanbeyan area as this was unavailable.
Water asset increases | 2011–12 volume (ML) | 2010–11 volume (ML) |
11 Urban water system increases | ||
11.1 Precipitation on urban water system | – | – |
11.2 Entitled diversion of non–allocated surface water to urban water system | 0 | 4,365 |
11.4 Wastewater collected | 38,429 | 39,457 |
11.18 Increase of urban claim on surface water | 71,000 | 71,000 |
Total urban water system increases | 109,429 | 114,822 |
Water asset decreases | ||
19 Urban water system decreases | ||
19.1 Evaporation from urban water system | 3,838 | 4,353 |
19.2 Leakage to landscape | – | – |
19.3 Leakage to groundwater | 2,906 | 3,099 |
19.4 Delivery to urban water system users | 39,117 | 37,015 |
19.5 Discharge from urban water system to surface water | 34,325 | 39,262 |
19.17 Adjustment and forfeiture of urban claim on surface water | 29,210 | 30,056 |
19.20 Other urban water system decreases | 780 | 0 |
Total urban water system decreases | 110,176 | 113,785 |
Balancing item–urban water system | (798) | 1,069 |
Change in net water assets | 51 | (32) |
Water inflows | 2011–12 volume (ML) | 2010–11 volume (ML) |
11 Urban water system inflows | ||
11.1 Precipitation on urban water system | – | – |
11.2 Entitled diversion of non–allocated surface water to urban water system | 0 | 4,365 |
11.4 Wastewater collected | 38,429 | 39,457 |
11.12 Entitled diversion of allocated surface water to urban water system | 41,790 | 40,944 |
Total urban water system inflows | 80,219 | 84,766 |
Water outflows | ||
19 Urban water system outflows | ||
19.1 Evaporation from urban water system | 3,838 | 4,353 |
19.2 Leakage to landscape | 0 | 0 |
19.3 Leakage to groundwater | 2,906 | 3,099 |
19.4 Delivery to urban water system users | 39,117 | 37,015 |
19.5 Discharge from urban water system to surface water | 34,325 | 39,262 |
19.20 Other urban water system decreases | 780 | 0 |
Total urban water system outflows | 80,966 | 83,729 |
Balancing item–urban water system | (798) | 1,069 |
Opening water storage | 855 | 887 |
add/(less): Change in water storage | 51 | (32) |
Closing water storage | 906 | 855 |
A schematic diagram representing all the inflows and outflows associated with the urban water system in the Canberra region is provided in Figure 6. The inflow and outflow volumes for the urban water system during the 2011–12 year are given in Table 11. The numbers on the diagram refer to the line item numbers in Table 11.
Figure 6 Schematic diagram of water inflows and outflows for the urban water system within the Canberrs region during the 2011–12 year; line item numbers are provided in brackets
Water sources, allocations and diversions
ACTEW Water holds a licence to deliver urban water to the Canberra region. The total annual urban water access entitlement to ACTEW Water is 71,000 ML. More information on this entitlement is available in line item 21.2 Surface water allocation announcements–urban system.
Balancing item
The balancing item volume represents the difference between the measured opening and closing balances of the urban water system, after physical inflows and outflows have been applied. This item is an indication of both the accuracy of the volumes reported and the degree to which the reported water flows represents a complete urban water system store balance.
The balancing item is calculated according to Table 12.
|
Account |
Volume (ML) |
|
Opening balance (30 June 2011) |
855 |
add |
Total urban water system inflows (see Table 11) |
80,219 |
minus |
Total urban water system outflows (see Table 11) |
80,966 |
minus |
Closing balance (30 June 2012) |
906 |
|
Balancing item–urban water system |
(798) |
Off–channel storages
Water held in off–channel water storages is considered to be taken from the shared pool of water resources and, as such, is not included as part of the region's water assets (see General description in 'Physical information' section of 'Contextual information').
This note provides additional information about the water assets and water liabilities recognised in the water accounting statements, and reports on water that has been harvested from the landscape into off–channel water storages and thus did not contribute to groundwater recharge or runoff into surface water.
The volume of water held in off–channel water storages increased from 8,110 ML at the beginning of the 2011–12 year by approximately 5% to 8,534 ML at the end of the 2011–12 year. This increase in off–channel water storage is attributed to the increased inflows into the storages during 2011–12, driven by above average rainfall experienced throughout the year (see Rainfall in the 'Climate overview' section of 'Contextual information').
The volume of water held in off–channel water storages included only off–channel water storages filled primarily by rainfall–runoff capture. Volumes of water held in off–channel water storages filled by groundwater extractions, surface water diversions, or recycled water were excluded as these volumes could not be quantified due to a lack of available data; however, it is expected that this volume is not material as these types of off–channel water storages only make up a small proportion of off–channel water storage capacity within the Canberra region.
Off–channel water storage inflows and outflows are given in Table 13.
Volume (ML) | |
30 Off–channel water inflows | |
30.1 Precipitation on off–channel water store | 6,387 |
30.2 Groundwater discharge into off–channel water store | - |
30.3 Runoff harvesting into of–channel water store | 4,475 |
Total 30 Off–channel water inflows | 10,862 |
31 Off–channel water outflows | |
31.1 Evaporation from off–channel water storages | 5,701 |
31.2 Leakages from off–channel water storages | - |
31.3 Water use | 4,715 |
Total 31 Off–channel water outflows | 10,416 |
Balancing item–off–channel water store | 22 |
Change in off–channel water storage | 424 |
Opening off–channel water storage | 8,110 |
Closing off–channel water storage | 8,534 |
The majority of volumes reported for inflows and outflows to off–channel water storages were modelled (see individual item quantification approaches). Data was unavailable for inflows to off–channel water storages via surface water diversions and groundwater extractions. Therefore, the only volumes reported for inflows to off–channel water storages were runoff harvesting and precipitation, both of which made a significant contribution to the overall inflow to off–channel water storages in 2011–12.
Evaporation from off–channel water storages was the most significant outflow from off–channel water storages and was substantially higher than the volume reported for water use.
Balancing item
This volume represents the volume necessary to reconcile the opening and closing balances of the off–channel water storage with the physical water inflows and outflows. The difference was calculated according to Table 14.
Account | Volume (ML) | |
Opening balance (30 June 2011) | 8,110 | |
add | Total off–channel water inflows (see Table 13) | 10,862 |
minus | Total off–channel water outflows (see Table 13) | 10,416 |
minus | Closing balance (30 June 2012) | 8,534 |
Balancing item – off–channel water store | 22 |
The calculation of the water balance on the off–channel water storages yielded a balance of 22 ML. This is less than 1% of the total off–channel water storage volume at the end of the 2011–12 year and less than 1% of the total off–channel water storage inflows during the 2011–12 year.
Although a large balancing item was not observed for the off–channel water store, it should be noted that volumes reported were mainly derived from modelled data. The modelling process essentially constrains the data to achieve a water balance, hence removing any potential balancing difference.