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 2012–13 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
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 and 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.


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.



Figure 2 Schematic diagram of between-store flows that occur within the Canberra region; line item numbers are provided next to the flows.
Figure 2 Schematic diagram of between-store flows that occur within the Canberra region; line item numbers are provided next to the flows.


The between-store flows and transfers (Figure 2), which are eliminated from the region's water accounting statements, are shown in italics throughout the following set of notes. The allocation announcement, forfeiture and allocation remaining line items associated with each between-store abstraction (brown arrows in Figure 2) are also shown in italics in the following notes.

Surface water

Background

A description of the Canberra region's surface water resources is provided in the Contextual information.

Water in store

The Statement of Water Assets and Water Liabilities for the surface water store (Table 1) shows that total surface water decreased during the 2012–13 year in the Canberra region.


Table 1 Statement of Water Assets and Water Liabilities for the surface water store
Water assets Volume at 30 June 2013 (ML) Volume at 30 June 2012 (ML)
Water assets

1 Surface water

1.1 Storages 181,290 206,139
1.2 Unregulated river
1.3 Regulated river
1.4 Lakes and wetlands 34,631 34,622
Total surface water assets 215,921 240,761



Water liabilities

5 Surface water liability

5.1 Surface water allocation remaining 0
0
5.2 Surface water allocation remaining – urban water system 0 0
Total surface water liabilities 0 0



Opening net water assets 240,761 239,752
add/(less): Change in net water assets (24,840) 1,009
Closing net water assets 215,921 240,761

The volume of the surface water asset included water held in surface water storages and some lakes 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.

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 2012–13 year, is shown in Figure 3.


Figure 3 Location map of the storages within the Canberra region; the capacity and the % full volume on 30 June 2013 for each storage is also shown.
Figure 3 Location map of the storages within the Canberra region; the capacity and the % full volume on 30 June 2013 for each storage is also shown.


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 2012–13 year the volumes of water at some of these storages were low due to the lower rainfall experienced in the region (see line item 1.1 Storages).


Changes in water store

The Statement of Changes in Water Assets and Water Liabilities and the Statement of Water Flows for the surface water store are provided in Table 2 and Table 3 respectively.



Table 2 Statement of Changes in Water Assets and Water Liabilities for the surface water store
Water asset increases 2012–13 volume (ML) 2011–12 volume (ML)
9 Surface water increases

9.1 Precipitation on surface water 11,604 21,110
9.2 River inflow to region 200,283 582,184
9.3 Groundwater discharge
9.4 Runoff to surface water 463,836 1,075,728
9.6 Overbank flood return to river channel
9.9 Discharge from urban water system 31,702 34,325
Total surface water asset increases 707,425 1,713,347



Water liability decreases

13 Surface water liability decreases

13.1 Adjustment and forfeiture of surface water allocation 1,832 0
13.2 Adjustment and forfeiture of surface water allocation – urban water system 23,162 29,210
Total surface water decreases 24,994 29,210



Water Asset Decreases

17  Surface water decreases

17.1 Evaporation from surface water 20,516 20,097
17.2 River outflow from the region 508,738 1,596,539
17.3 Discharge from surface water to groundwater
17.4 Surface water leakage to landscape
17.5 Overbank flood spilling
17.6 Surface water diversions – other statutory rights
17.7 Entitled diversion of non-allocated surface water to users 1,648 1,415
17.8 Entitled diversion of non-allocated surface water to urban water system 66 0
Total surface water asset decreases 530,968 1,618,051



Water liability increases

21 Surface water liability increases

21.1 Surface water allocation announcements 1,832 0
21.2 Surface water allocation announcements – urban water system 71,000 71,000
Total surface water liability increases 72,832 71,000



Balancing item—surface water 153,459 52,497



Change in net water assets (24,840) 1,009


Table 3 Statement of Water Flows for the surface water store
Water inflows 2012–13 volume (ML) 2011–12 volume (ML)
9 Surface water inflows

9.1 Precipitation on surface water 11,604 21,110
9.2 River inflow to region 200,283 582,184
9.3 Groundwater discharge
9.4 Runoff to surface water 463,836 1,075,728
9.6 Overbank flood return to river channel
9.9 Discharge from urban water system 31,702 34,325
Total surface water inflows 707,425 1,713,347



Water outflows

17 Surface water outflows

17.1 Evaporation from surface water 20,516 20,097
17.2 River outflow from the region 508,738 1,596,539
17.3 Discharge from surface water to groundwater
17.4 Surface water leakage to landscape
17.5 Overbank flood spilling
17.6 Surface water diversions – other statutory rights
17.7 Entitled diversion of non-allocated surface water to users 1,648 1,415
17.8 Entitled diversion of non-allocated surface water to urban water system 66 0
17.11 Entitled diversion of allocated surface water to users 0
17.12 Entitled diversion of allocated surface water to urban water system 47,838 41,790
Total surface water outflows 578,806 1,659,841



Balancing item—surface water 153,459 52,497



Change in net water storage (24,840) 1,009



Opening water storage 240,761 239,752
add/(less): Change in water storage (24,840) 1,009
Closing water storage 215,921 240,761


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 2012–13 year; line item numbers are provided in brackets
Figure 4 Schematic diagram of water inflows and outflows for the surface water store within the Canberra region during the 2012–13 year; line item numbers are provided in brackets


Table 3 shows that surface water storage decreased during the 2012–13 year by 24,840 ML. This is a substantial change from the previous year, where water storage increased by 1,009 ML. The primary reason for the decrease in water storage is that runoff to surface water (line item 9.4) was less than half the comparison year (Table 3). The decrease in runoff reflects the below average rainfall observed throughout the region during the 2012–13 year (see Climate overview) relative to the average rainfall conditions experienced during the comparison year (see the 2012 Account ).



Allocation diversions

In the 2012–13 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).


Figure 5 Graph of allocation diversions from surface water within the Canberra region during the 2012–13 year and the 2011–12 comparison year. Line item numbers are given in brackets.
Figure 5 Graph of allocation diversions from surface water within the Canberra region during the 2012–13 year and the 2011–12 comparison year. Line item numbers are given in brackets.


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.


Table 4  Balancing item for the surface water store for the 2012–13 year

Account

Volume (ML)

Opening balance at 1 July 2012

240,761

Total surface water inflows (see Table 3)

707,425

Total surface water outflows (see Table 3)

(578,806)

Closing balance at 30 June 2013

(215,921)

Balancing item—surface water store

153,459


The calculation of the water balance on the surface water store yielded a balance difference of 153,459 ML. This is approximately 22% of the total surface water inflows during the 2012–13 year.

The balancing item is primarily attributed to the fact that river and floodplain losses cannot be quantified in the account. It is likely that these losses are a relatively large source of surface water decrease throughout the region.

The balancing item is also attributed to uncertainty associated with the runoff (a large source of surface water increase, line item 9.4) and river outflow from the region (a large source of surface water decrease, line item 17.2). The runoff volume is derived from a rainfall–runoff model and it is reasonable to expect a 10–20% uncertainty
around the estimated runoff volume (+/– 90,000 ML).

Groundwater

Background
A description of the Canberra region's groundwater resources are provided in Groundwater in the 'Physical information' section of the 'Contextual information'.

Water in store and groundwater asset

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. As a result, volumes in the Statement of Water Assets and Water Liabilities for the groundwater store shown in Table 5 are unquantified.

A more detailed explanation is provided in line item notes 2.1 and 2.2.


Table 5 Statement of Water Assets and Water Liabilities for the groundwater store
Water Assets Volume at 30 June 2013 (ML) Volume at 30 June 2012 (ML)
2 Groundwater

2.1 Water table aquifer
2.2 Underlying aquifers
Total Groundwater Assets



Water Liabilities

6 Groundwater liability

6.1 Groundwater allocation remaining
Total Groundwater Liabilities



Opening net water assets
Add/(Less): Change in net water assets
Closing net water assets


The Statement of Changes in Water Assets and Water Liabilities and the Statement of Water Flows for the groundwater store are provided in Table 6 and Table 7 respectively.


Table 6 Statement of changes in Water Assets and Water Liabilities for the groundwater store
Water asset increases 2012–13 volume (ML) 2011–12 volume (ML)
10 Groundwater increases

10.1 Groundwater inflow from outside region
10.3 Recharge from landscape
10.4 Recharge from surface water to groundwater
10.5 Leakage from off-channel water storage
10.6 Leakage from urban water system 2,803 2,906
Total Groundwater Assets Increases 2,803 2,906



Water Liability decreases

14 Groundwater liability decreases

14.1 Adjustment and forfeiture of groundwater allocation 851 0
Total Groundwater Liability decreases 851 0



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 585 335
Total Groundwater decreases 1,020 770



Water Liability Increases

22 Groundwater liability increases

22.1 Groundwater allocation announcements 851
Total Groundwater Liability Increases 851



Unaccounted for difference – groundwater 1,783 2,136



Change in Net Water Assets 0 0


Table 7 Statement of Water Flows for the groundwater store
Water inflows 2012–13 volume (ML) 2011–12 volume (ML)
10 Groundwater inflows

10.1 Groundwater inflow from outside region
10.3 Recharge from landscape
10.4 Recharge from surface water to groundwater
10.5 Leakage from off-channel water storage
10.6 Leakage from urban water system 2,803 2,906
Total Groundwater Inflows 2,803 2,906



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 585 335
18.11 Entitled extraction of allocated groundwater to users
Total Groundwater Outflows 1,020 770



Unaccounted-for difference – groundwater 1,783 2,136



Change in Net Water Storage 0 0



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 6. The inflow and outflow volumes for the groundwater store during the 2012–13 year are given in Table 7. The numbers on the diagram refer to the line item numbers in Table 7.



Figure 6 Schematic diagram of water inflows and outflows for the groundwater store within the Canberra region during the 2012–13 year; line item numbers are provided in brackets
Figure 6 Schematic diagram of water inflows and outflows for the groundwater store within the Canberra region during the 2012–13 year; line item numbers are provided in brackets



Allocations and extractions

The groundwater extractions–other statutory rights ( line item 18.7) and entitled extraction of non-allocated
groundwater ( line item 18.8) to users are shown in Figure 7.




Figure 7 Graph of extractions from aquifers within the Canberra region during the 2012–13 year and the 2011–12 comparison year. Line item numbers are given in brackets.
Figure 7 Graph of extractions from aquifers within the Canberra region during the 2012–13 year and the 2011–12 comparison year. Line item numbers are given 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.


Table 8  Balancing item for the groundwater store in the 2012–13 year

Account

Volume (ML)

Opening balance at 1 July 2012

Total groundwater increases (see Table 7)

2,803

Total groundwater decreases (see Table 7)

(1,020)

Closing balance at 30 June 2013

Balancing item—groundwater store

1,783

 

The calculation of the water balance on the groundwater store yielded a balance of 1,783 ML during the 2012–13 year.


Because the volume of water in the groundwater stores within the Canberra region could not be quantified, the volume disclosed in the balancing item of 1,783 ML represents the net change in groundwater store throughout the 2012–13 year.

Urban water system

Background

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.


Water in store

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 2012–13 year in the Canberra region.


Table 9 Statement of Water Assets and Water Liabilities for the urban water store
Water assets Volume at 30 June 2013 (ML) Volume at 30 June 2012 (ML)
3 Urban water system

3.1 Urban water supply system 953 904
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 955 906



Opening net water assets 906 855
add/(less): Change in net water assets 49 51
Closing net water assets 955 906


The information in Table 9 includes service water storages or the pipe network managed and owned by ACTEW Water and Queanbeyan City Council (QCC) for the year 2013. The data for QCC were not available for the year 2012.


Changes in water store

The Statement of Changes in Water Assets and Water Liabilities and the Statement of Water Flows for the urban water system are provided in Table 10 and Table 11 respectively.




Table 10 Statement of Changes in Water Assets and Water Liabilities for the urban water store
Water asset increases 2012–13 volume (ML) 2011–12 volume (ML)
11 Urban water system increases

11.2 Entitled diversion of non-allocated surface water to urban water system 66 0
11.4 Wastewater collected 35,708 38,429
11.18 Increase of urban claim on surface water 71,000 71,000
Total Urban water system asset increases 106,774 109,429



Water liability decreases

19 Urban water system decreases

19.1 Evaporation from urban water system 3,877 3,838
19.2 Urban water system leakage to landscape
19.3 Urban water system leakage to groundwater 2,803 2,906
19.4 Delivery to urban water system users 43,949 39,117
19.5 Discharge from urban water system to surface water 31,702 34,325
19.17 Adjustment and forfeiture of urban claim on surface water 23,162 29,210
19.20 Other urban water system decreases 1,270 780
Total Urban water system asset decreases 106,763 110,176



Unaccounted for difference—urban water system (38) (798)



Change in net water assets 49 51


Table 11 Statement of Water Flows for the urban water store
Water inflows 2012–13 volume (ML) 2011–12 volume (ML)
11 Urban water system inflows

11.2 Entitled diversion of non-allocated surface water to urban water system 66 0
11.4 Wastewater collected 35,708 38,429
11.12 Entitled diversion of allocated surface water to urban water system 47,838 41,790
Total Urban water system inflows 83,612 80,219



Water outflows

19 Urban water system outflows

19.1 Evaporation from urban water system 3,877 3,838
19.2 Urban water system leakage to landscape
19.3 Urban water system leakage to groundwater 2,803 2,906
19.4 Delivery to urban water system users 43,949 39,117
19.5 Discharge from urban water system to surface water 31,702 34,325
19.20 Other urban water system decreases 1,270 780
Total Urban water system outflows 83,601 80,966



Unaccounted-for difference – urban water system (38) (798)



Change in net water storage 49 51



Opening water storage 906 855
add/(less): Change in water storage 49 51
Closing water storage 955 906


A schematic diagram representing all the inflows and outflows associated with the urban water system in the Canberra region is provided in Figure 8. The inflow and outflow volumes for the urban water system during the 2012–13 year are given in Table 11. The numbers on the diagram refer to the line item numbers in Table 11.


Figure 8 Schematic diagram of water inflows and outflows for the urban water system within the Canberrs region during the 2012–13 year; line item numbers are provided in brackets
Figure 8 Schematic diagram of water inflows and outflows for the urban water system within the Canberrs region during the 2012–13 year; line item numbers are provided in brackets


Table 11 shows that urban water system inflows increased due to the higher usage of entitled diversion of allocated surface water to urban water system during the 2012–13 year. The usage was 47,838 ML about 14% increase compared to the previous year. During the year contribution to urban water inflows from the waste water collection has decreased by 2,721 ML. Delivery to urban water system users has increased to 43,949 ML, that is about 12% increase compared to 2011–12 year.



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.



Figure 9 Sources of water for the Canberra region's urban water supply system during the 2012–13 year and the 2011–12 comparison year. Line item numbers are given in brackets.
Figure 9 Sources of water for the Canberra region's urban water supply system during the 2012–13 year and the 2011–12 comparison year. Line item numbers are given in brackets.


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.


Table 12  Balancing item for the urban water system for the 2012–13 year

Account

Volume (ML)

Opening balance at 1 July 2012

906

Total urban water system inflows (see Table 11)

83,612

Total urban water system outflows (see Table 11)

(83,601)

Closing balance at 30 June 2013

(955)

Balancing item—urban water system

(38)



The calculation of the water balance on the urban water system yielded a balance difference of -38 ML. This is less than  0.05% of the total urban water system inflows during the 2012–13 year.

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.


Water in store

The volume of water held in off-channel water storages decreased from 8,534 ML at the beginning of the 2012–13 year by approximately 15% to 7,214 ML at the end of the 2012–13 year. This decrease in off-channel water storage is attributed to the decreased inflows into the storages during 2012–13, driven by below 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.


Changes in water store

Off-channel water storage inflows and outflows are given in Table 13.


Table 13  Inflows and outflows for the off–channel water store in the Canberra region during the 2012–13 year
  2012–13 volume (ML) 2011–12 volume (ML)
30 Off-channel water inflows  
30.1 Precipitation on off-channel water store 3,848 6,387
30.2 Groundwater discharge into off-channel water store
30.3 Runoff harvesting into off-channel water store 5,505 4,475
Total 30 Off-channel water inflows 9,353 10,862

 
31 Off-channel water outflows  
31.1 Evaporation from off-channel water storages 6,229 5,701
31.2 Leakages from off-channel water storages
31.3 Off-channel water abstraction 4,552 4,715
Total 31 Off-channel water outflows 10,781 10,416

 
Balancing item–off-channel water store (108) 22

 
Change in off-channel water storage (1,320) 424
   
Opening off-channel water storage  8,534 8,110
Closing off-channel water storage 7,214 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 2012–13.

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.


Table 14  Balancing item for Off–channel water store for the 2012–13 year
Account Volume (ML)
Opening balance at1 July 2012 8,534
Total off-channel water inflows (see Table 13)  9,353
Total off-channel water outflows (see Table 13) (10,781)
Closing balance at 30 June 2013 (7,214)
Balancing item—off-channel water store (108)


The calculation of the water balance on the off-channel water storages yielded a balance of -108 ML. This is about 1.5% of the total off-channel water storage volume at the end of the 2012–13 year and about 1.2% of the total off-channel water storage inflows during the 2012–13 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.