Perth
9.9 Discharge from urban water system

Supporting information

a Overview

This line item volume (72,508 ML) represents the total volume of water discharged from the urban water system to surface water within the Perth region during the 2012–13 year.

This volume is comprised of two components:

  • discharge to surface water from the urban water supply system (72,256 ML)
  • discharge to surface water from the wastewater system (252 ML).

b. Discharge to surface water from the urban water supply system

There are two types of discharges to surface water from the urban water supply system:

  • internal water transfers (70,887 ML)
  • riparian releases (1,379 ML).

Internal water transfers

Internal water transfers from the urban water supply system are a combination of surface water, groundwater and desalinated water. These water transfers occur in order to store winter production of desalination water and groundwater and to balance the storages to prevent overflow and enable summer peak supply capacity.

Volume of water transferred to surface water storages from the urban water supply system during the 2012–13 year is given in the following table.

 

Volume of water internally transferred to storages from the urban water system during the 2012–13 year

Storage

Water transfered

(ML)

Canning

5,578

Lower Helena

27,751

North Dandalup

3,527

Serpentine Pipehead

19,046

Victoria1

1,837

Wungong Dam

13,138

Total

70,887

1 Water transfer is direct to Victoria Reservoir and via Bickley Pumpback Reservoir.


Riparian releases

Riparian releases are made from water storages and water mains within Perth's urban water supply system into rivers. For more information on riparian releases, refer to the Environmental benefit note.

Total volume of riparian releases made during the 2012–13 year at each environmental release point are given in the following table.

 

Riparian releases at environmental release points within the urban water system during the 2012–13 year

Environmental release point

Water released

(ML)

Bernard Street

133

Gosnells Bridge

95

Hall Road

126

Hill 60

418

Manning Avenue

35

Orlando Street

304

Serpentine Falls

38

Upstream Highway

184

Wungong Brook

46

Total

1,379

 

c. Discharge to surface water from the wastewater system

The volume of treated wastewater discharged from wastewater treatment plants into rivers during the 2012–13 year is given in the following table.

 

Volume of treated wastewater discharged to rivers and drains during the 2012–13 year

Wastewater treatment plant

Discharge to rivers

(ML)

Harvey

229

Williams

23

Total

252

 

Quantification approach

Data source

Operational Data Storage System database and the Water Corporation Annual Report 2013.

Provided by

Water Corporation.

Method

The volume of water transferred from the urban water system to surface water storages is based on measured inflow data at the storages.

The volume of riparian releases from the urban water system are based on measured discharge data at the environmental releases points.

The volume of water discharged to rivers from the Williams and Harvey treatment plants are based on measured discharge data collected by flow meters installed at the sites.

Assumptions, limitations, caveats and approximations

Nil.

Uncertainty information

Expected error for water meters is +/– 5%.

The Department of Water requires that all water meters, when tested under in situ conditions, must be within 5% accuracy across the full flow rate range (Department of Water 2009c).