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 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.
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 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.
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.
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
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
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).