Bureau of Meteorology logo
 
                           

Canberra

                                                                                                   

20.3.2 Application of water from urban potable water supply system and recycled water supply system for irrigation or outdoor use

                             

Supporting information   


The volume reported in this line item represents the estimated total of irrigation and outdoor use in the Canberra region.

 

Quantification approach   


Data source

ActewAGL Water Data Warehouse.

 

Data provider

ActewAGL.

 

Method

The volume for this line item was derived by subtracting the total volume of water returned to the sewers from the total water supplied for urban water use.

The total volume reported in this line item is estimated data using measured values retrieved from the ActewAGL Water Data Warehouse. The calculated volume of potable water applied to landscape was calculated as the difference between the system inflows (volume of surface water sourced and ingress of stormwater) and the system outflows (treated wastewater discharged to surface water, potable water discharged to surface water from urban water supply system, background leakage from the potable water supply system, recycled water used for irrigation, and the losses from Lower Molonglo Water Quality Control Centre [LMWQCC]).

The volume of outdoor garden use for the Canberra region was calculated as shown in the following table.

Calculation

Component

Line item

Volume  (ML)

 

Surface water sourced

14.7.4 + 14.6.5.6

49,970

add

Ingress of stormwater into wastewater system

19.6.1

 

1,270

minus

Volume of treated wastewater discharged to surface water

20.4.1

 

29,122

minus

Volume of potable water discharged to surface water from urban water supply system

13.8

 

4,681

minus

Background leakage from the potable water supply system

20.2

 

2,916

minus

Total recycled water use for irrigation

201

minus

Losses at LMWQCC

20.1

 

3,240

equals

Volume of potable water applied to landscape

 

11,080

 – = no line item is applicable for this component, this number was taken from the Urban Water component

 

Uncertainty

Derived from estimate of calculations. Estimated uncertainty would be of the order of +/–100%.

 

Assumptions, approximations and caveats/limitations

  • Losses from LMWQCC are not actually measured, and therefore it has been assumed that the total losses from LMWQCC equal the total inflow to the plant, minus the discharge to surface water, minus the supply to irrigation.
  • This line item does not account for losses from Queanbeyan or Fyshwick Wastewater Treatment Plant’s.
  • This method was derived using professional judgement from ActewAGL.