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National Water Account 2017

South East Queensland: Water stores

Relatively poor rainfall conditions for most of the year contributed to low runoff across the region and a drop in storage volumes. Surface water diversion and groundwater extraction both remained similar to last year.

Diagram showing decrease in surface water storage, urban supply volume, surface water diversion volume, and groundwater extraction volume for the South East Queensland region for the 2016–17 year.

For a water balance on each of the region's water stores for the 2016–17 year scroll down this page or click on the links below:

 

 

Surface water store

Image of Hinze Dam, Advancetown (Seqwater © Seqwater)

 

Table S6 Water balance for the surface water store
  2017
ML
2016
ML
Opening surface water store 2,213,337 2,564,345
Inflows 3,706,004 1,889,976
Outflows (3,813,172) (2,226,819)
Balancing item (72,326) (14,165)
Closing surface water store 2,033,812 2,213,337

 

  • The volume of surface water in the region decreased from 2,213,337 ML at 1 July 2016 to 2,033,812 ML at 30 June 2017.
  • The balancing item of -72,236 ML is approximately 4% of the closing surface water store. This difference is primarily due to uncertainties associated with the runoff estimate.

 

Surface water flows

 

 

Figure S3 Water inflows and outflows for South East Queensland's surface water store during the 2016–17 year

 

  • The largest natural water flows were runoff and river outflow, which were both much higher than the previous year, primarily reflecting the record high March rainfall conditions experienced across the region, despite dry conditions otherwise (see Climate and water).

 

Figure S4 Map of surface water diversions during the 2016–17 year in the South East Queensland region's water plan areas
Figure S4 Surface water diversions during the 2016–17 year in the South East Queensland region's water plan areas

 

  • Total surface water diverted in the region was 360,198 ML, an 11% increase from the previous year. This increase primarily reflects improvements in urban water reporting rather than an actual increase in demand. Improvements introduced this year allow for the accounting of raw water delivered to customers, which could not be reported in previous years.
  • More than 91% of the total diversion was for the urban system, with 7% supplied to individual users.
  • The remaining 2% of the total diversion comprised non-allocated diversion: individual users, non-allocated diversion: urban system and other statutory rights.
  • For a more detailed description of the water usage in the region, and the associated entitlements, see the Surface water rights note.

 

Groundwater store

Image of Thargomindah artesian bore, Queensland (istock © John Carnemolla)

 

Table S7 Water balance for the groundwater store
  2017
ML
2016
ML
Opening groundwater store 11,115 11,115
Inflows 25,416 25,513
Outflows (17,515) (17,770)
Balancing item (7,901) (7,743)
Closing groundwater store 11,115 11,115

 

  • The volume of groundwater in the region is equivalent to the permissible consumptive volume, which is the legal extractable limit and, therefore, remains unchanged from year to year.
  • The balancing item of -7,901 ML is primarily due to the assumption of constant volume in the groundwater store.

 

Groundwater flows

 

 

Figure S5 Water inflows and outflows for South East Queensland's groundwater store during the 2016–17 year

 

  • Natural groundwater movement across the region boundary is considered to occur within the region; however, these flows could not be quantified.
  • Total groundwater extracted in the region was 17,515 ML, a marginal decrease from the previous year.
  • Non-allocated extractions: urban system made up approximately 45% of the total extraction; while allocated extraction: individual users and non-allocated extraction: individual users accounted for approximately 32% and 23% of the total extraction, respectively.
  • For a more detailed description of the water usage in the region and the associated entitlements, see the Groundwater rights note.

 

Urban water system

Image of Brisbane River and CBD (istock © zstockphotos)

 

Table S8 Water balance for the urban water system
  2017
ML
2016
ML
Opening urban water system 0 0
Inflows 593,036 545,851
Outflows (601,208) (544,880)
Balancing item 8,172 (971)
Closing urban water system 0 0

 

  • The volume of water in the region's urban system comprises water in the pipe network. As no major pipe network changes were made, this volume is assumed to remain unchanged throughout the year.
  • The balancing item is attributed to metering inaccuracies, unaccounted losses, and uncertainties in the estimation of certain volumes (see Methods).

 

Urban water system flows

 

 

Figure S6 Water inflows and outflows for the South East Queensland's urban water system during the 2016–17 year

 

  • A detailed breakdown of the inflows and outflows of the urban water system components is provided in the urban water balance diagram

 

Water supply inflows

Figure S7 Water sources used in South East Queensland's urban water system during the 2016–17 year compared with the previous six years

Figure S7 Water sources used in South East Queensland's urban water system during the 2016–17 year compared with the previous six years

 

  • Surface water made up 97% of urban supply, while groundwater and desalinated water made up approximately 2% and 0.5% of urban supply, respectively.
  • Total urban supply was 341,966 ML, a 14% increase from last year. This increase primarily reflects improvements in urban water reporting rather than an actual increase in demand. Improvements introduced this year allow for the accounting of raw water delivered to customers, which could not be reported in previous years.

 

Wastewater and recycled water inflows

  • Wastewater collected was 251,070 ML during the 2016–17 year.

 

Water supply outflows

Figure S8 Outflows from the water supply system
Figure S8 Outflows from the water supply system

 

  • The majority of water supply outflow was delivery to urban users.
  • 10% of the total outflow from the urban supply system was related to losses.

 

Wastewater and recycled water system outflows

Figure S9 Outflows from the wastewater and recycled water systems

Figure S9 Outflows from the wastewater and recycled water systems

 

  • Approximately 8% of the treated wastewater was recycled and delivered to urban users.
  • Most of the remaining treated wastewater was discharged to the sea.