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Additional information – Thomson Reservoir storage

                             

Thomson Reservoir is located approximately 125 kilometres east of Melbourne. It provides Melbourne with multiyear carryover storage capacity and hence long-term drought security. It has a total storage capacity of 1,068,000 ML. Further information is at the Melbourne Water website.

Diversions are made from Thomson Reservoir to:

  • provide water for the Melbourne metropolitan area
  • satisfy environmental flow requirements of the Thomson River
  • accord with the Southern Rural Water diversion orders for irrigators
  • the Thomson Hydroelectric Power Station, depending on the volume stored in Thomson Reservoir.

For supplying water to Melbourne, water is generally transferred as required to Upper Yarra Reservoir under gravity via the Thomson–Yarra Tunnel from about November to April. The Thomson–Yarra Tunnel is approximately 35 kilometres long and 3 metres in diameter. From Upper Yarra, water is transferred daily to Silvan Reservoir via the Yarra–Silvan and Yarra Valley conduits.

 

Line item

Comment

Volume (ML)

Opening balance

 

Storage volume at 1 July 2009

172,865

Increases

SS1.1 Precipitation on storage-entitlement system

Monthly breakdown provided

11,089

SS1.3 Run-off to storage-entitlement system

Monthly breakdown provided

231,461

 

 

Total increases

242,551

Decreases

SS2.1 Evaporation from storage-entitlement system

Monthly breakdown provided

13,048

SS2.5 Allocation release of regulated storage water flows from storage-entitlement system

Releases for Melbourne region via pipeline to Upper Yarra Reservoir

62,350

Releases to Thomson River

42,400

 

 

Total decreases

117,798

Unaccounted difference

 

 

60,515

Net change in storage

 

 

64,238

Closing balance

 

Storage volume at 30 June 2010

237,103


Note that Melbourne Water uses different methodologies to determine evaporation (pan), rainfall (gauge) and run-off (mass balance) in managing this storage.

 

Bulk entitlements

Five bulk entitlements exist for water harvested by the Thomson Reservoir. These are:

  • Transfer of Bulk Entitlement (Thomson River – Melbourne Water Corporation) Conversion Order 2001 to Yarra Valley Water 2006.
  • Transfer of Bulk Entitlement (Thomson River – Melbourne Water Corporation) Conversion Order 2001 to City West Water 2006.
  • Transfer of Bulk Entitlement (Thomson River – Melbourne Water Corporation) Conversion Order 2001 to South East Water 2006.
  • Bulk Entitlement (Thomson/Macalister – Southern Rural Water) Conversion Order 2001.
  • Bulk Entitlement (Thomson River – environment) Conversion Order 2005.

Bulk entitlements for the three Melbourne retail water authorities are essentially pooled. This means that the volume of water specified in the entitlements is available to be accessed by all three authorities and that Melbourne is effectively served by a single bulk entitlement.

 

Share of storage capacity

Details of Share of Storage Capacity can be found in each of the respective bulk entitlements (http://waterregister.vic.gov.au/Public/Reports/BulkEntitlements.aspx). In summary:

  • The Minister for Environment is entitled to a storage capacity of 10,000 ML in the Thomson Reservoir. The environment is also entitled to store water in the ‘air-space’ within the reservoir, however when the Thomson Reservoir spills, the environmental share of storage in excess of 10,000 ML is reduced by the amount of the spill.
  • Southern Rural Water is entitled to a storage capacity of 45,000 ML in the Thomson Reservoir.
  • The Melbourne retail water authorities are entitled to the remaining storage volume in the Thomson Reservoir (total storage capacity of 1,068,00 ML).

 

Share of flow

Details of Share of flow can be found in each of the respective bulk entitlements. In summary:

  • The first 6% of annual inflow into the Thomson reservoir is attributed to Southern Rural Water.
  • After assigning 6% of inflows to SRW and after making diversions to meet minimum flow requirements, the next
  • 10,000 ML of inflow must be attributed to the environmental share of storage.
  • Remaining inflows are attributed to the Melbourne retail water authorities.

 

Temporary qualification of rights

Since the publication of the Thomson bulk entitlement conversion orders, there have been a number of qualifications made to the environment’s bulk entitlement.

Two qualifications active during 2009–10 were:

  • Transfers 2,000 ML from Southern Rural Water’s drought reserve to irrigators in Werribee and Bacchus Marsh.
  • Transfers 2,300 ML from Southern Rural Water’s drought reserve to irrigators in Werribee and Bacchus Marsh.

 

Resource manager

West Gippsland Catchment Management Authority is the resource manager for the Thomson catchment. This role includes, but is not limited to:

  • preparing Thomson catchment water account
  • monitoring whether entitlement holders are complying with the conditions of their entitlements
  • directing the diversion of any water set aside for maintaining water quality in the waterway
  • investigating and mediating disputes between entitlement holders
  • investigating and dealing with significant unauthorised use of water in the Thomson catchment
  • supervising the qualification of any rights to water made by the Minister during periods of declared water shortage.

 

Storage operator

Melbourne Water is the storage operator for the Thomson Reservoir. This role includes, but is not limited to:
  • operating the Thomson headworks system (including making diversions from Thomson Reservoir)
  • managing and monitoring flows into and out of the Thomson headworks system.
  • monitoring water accounts.

 

Environmental flow manager

West Gippsland Catchment Management Authority is the environmental flow manager as appointed by the Minister for Environment. The environmental flow manager is responsible for managing the environment’s bulk entitlement on behalf of the Minister for Environment. This includes the development of annual watering plans that document intended diversions of water from the environmental water reserve to maximise potential benefit to the environment. The storage operator is then obliged to divert water as prescribed in these watering plans.

Due to persistent drought conditions, in recent years Southern Rural Water has also transferred water from its Thomson Reservoir drought reserve to the Bacchus Marsh and Werribee irrigation districts. Melbourne Water infrastructure has been used to facilitate this transfer.

Seepage data for the Thomson Reservoir is currently not available.

The following table shows water balance monthly breakdowns.

Month

Precipitation on reservoir surface (ML)
(SS1.1)

Evaporation from reservoir surface (ML)
(SS2.1)

Catchment run-off to reservoir (ML)
(SS1.3)

Jul 2009

974

305

13,272

Aug 2009

1,032

492

30,604

Sep 2009

1,703

755

62,417

Oct 2009

814

1,125

40,556

Nov 2009

745

1,851

14,381

Dec 2009

573

2,021

7,244

Jan 2010

633

2,215

4,883

Feb 2010

1,143

1,494

5,008

Mar 2010

868

1,288

6,123

Apr 2010

753

725

5,968

May 2010

994

482

12,614

Jun 2010

856

295

28,391

Total

11,089

13,048

231,461


 

Water balance methods


Melbourne Water uses different methods and different results to manage the Thomson Reservoir.

 

Opening and closing balances

Data source
Bureau of Meteorology: water storages, Australian Water Resources Information System (AWRIS).

Data provider
Bureau of Meteorology.

Method
Storage volume was measured at the start and end of the reporting period by using gauged water level height(s) (metres Australian Height Datum) for individual storages. The height measurement was converted to a volume using the storage rating table(s).
The storage volume of individual storages was aggregated to present the total volume for the line item.

Uncertainty
Ungraded.

Approximations, assumptions, caveats/limitations
  • Storage-volume curves represent specifically surveyed parts of the water storage, and may not reflect the storage-volume relationship across the entire storage.
  • Water storages are subject to sedimentation and other physical changes over time, which in turn affects the accuracy of the storage rating table.

 

Precipitation

Data source
Bureau of Meteorology: raster spatial data; Australian Water Availability Project (AWAP) monthly precipitation grids; geographical information system (GIS) layers; Australian Hydrological Geospatial Fabric (AHGF) waterbody feature class; water storage, AWRIS.

Data provider
Bureau of Meteorology.

Method
Monthly precipitation data was produced by the Bureau. It was based on daily data from approximately 6,500 rain gauge stations and interpolated to a 0.05 degree (5 km) national grid (Jones et al. 2007). The precipitation at each waterbody was estimated from the average of the grid cells that intersected each water feature. The volume was then estimated using the surface area of each waterbody. The average monthly surface area of the major storages was calculated from daily storage levels and capacity tables. The surface area of all of the storages in the Melbourne region was calculated using this dynamic method.

Uncertainty
The uncertainty estimate is ungraded.

Approximations, assumptions, caveats/limitations
  • The precipitation estimates were subject to approximations associated with interpolating observation point data to a national grid detailed in Jones et al. (2007).
  • The dynamic storage surface areas calculated from the levels and capacity tables represent a monthly average and therefore will not capture changes that occur on a shorter temporal scale.

 

Run-off

Data source
Bureau of Meteorology, National Climate Centre (NCC): raster spatial data; version 3 daily rainfall grids; daily maximum temperature grids; daily satellite observed solar radiation; geographical information system (GIS) layers; Australian Hydrological Geospatial Fabric (AHGF).
Commonwealth Scientific and Industrial Research Organisation (CSIRO): raster spatial data; WaterDyn parameters; AWRA-L parameters.

Data provider
Bureau of Meteorology.

Method
Run-off was calculated as the average of ‘discharge’ from the CSIRO WaterDyn water balance model and ‘streamflow’ from the CSIRO AWRA-L water balance model. These two estimates were averaged because previous research suggested that an ensemble of these models provided a better estimate of runoff than that given by either model individually (Bacon et al. 2010; Viney 2010).
These CSIRO water balance models require gridded daily meteorological inputs. These inputs include precipitation, maximum temperature, minimum temperature and incoming solar radiation for days and locations. Where solar radiation was unavailable for a particular day or location, an infilling procedure within the AWAP engine provided a value from the climatological average.
The models were run across the spatial extent of the Australian continent using meteorological inputs from the Bureau of Meteorology and parameter estimates from CSIRO.
Volumetric run-off was determined by multiplying the depth of the averaged run-off by the area of the reporting region. Average run-off was determined as the unweighted arithmetic mean of run-off from all grid points that fell within the region.
The run-off determined by this routine corresponds to the run-off expected from an unimpaired catchment (Bacon et al. 2010; Viney 2010). The impairment on run-off created by interception by small dams has been accounted for by running the averaged runoff through a local catchment reservoir water balance model in areas where there is adequate mapping of local catchment reservoirs.
The depth of run-off was multiplied by the area of the landscape to provide an estimate of total run-off from the landscape.

Uncertainty
Estimated uncertainty is ungraded

Approximations, assumptions, caveats/limitations
  • The run-off estimates were modelled only and were not verified by real-time analysis of streamflow records. The reported value was an estimate of water that was likely to have entered the connected water store from the landscape.
  • The run-off estimates were subject to the assumptions of the WaterDyn model detailed in Raupach et al. (2008) and the AWRA-L model detailed in van Dijk (2010).
  • Where the volume of water intercepted by the off-channel private water store has been calculated, the run-off estimates inherit the approximations, assumptions and caveats of the local catchment reservoir model (STEDI) and parameters used.
  • Grid cells that intersected the reporting region boundary, i.e., had some part of the cell outside the region boundary, were included in the calculation of total run-off. This had a limited influence on the calculation of total run-off because the area by which average run-off was multiplied was determined from the catchment region boundary, not from the grid cells themselves.

 

Evaporation

Data source
Bureau of Meteorology, National Climate Centre (NCC): raster spatial data; version 3 daily rainfall grids; geographical information system (GIS) layers; AHGF waterbody feature class; water storage, AWRIS.

Providing agency
Bureau of Meteorology.

Method
Evaporation from the connected surface water store was estimated using monthly open water evaporation data produced by the Bureau of Meteorology. It is a Penman evaporation estimate based on daily gridded climate data and is available on a 0.05 degree (5 km) national grid.
The Penman method estimates the evaporation that would occur from a small open water body and assumes the evaporation does not modify the meteorology through evaporative cooling. It assumes aerodynamic conductance of 0.01 m/s and saturation deficit is estimated as (saturation vapour pressure at Tmax) – (saturation vapour pressure at Tmin).
As a potential evaporation dataset, it is an estimate of the evaporative demand of the atmosphere and is based on daily gridded climate data. The daily gridded climate data required are generated by the Bureau of Meteorology and include precipitation, downward solar irradiance and maximum and minimum air temperature. The methods used to generate these gridded climate data-sets are outlined in Jones et al. (2007).
Evaporation from water bodies was estimated from the average of grid-cells that intersected each water feature. The volume was then estimated using the surface area of each water body.
The average monthly surface area of the major storages was calculated from daily storage levels and capacity tables. The surface area of all of the storages in the Melbourne region was calculated using this dynamic method.

Uncertainty
Estimated uncertainty is ungraded.

Approximations, assumptions, caveats/limitations
  • The Penman evaporation estimates are subject to approximations associated with interpolating observation point data to a national grid detailed in Jones et al. (2007).
  • The dynamic storage surface areas calculated from the levels and storage rating tables represent a monthly average and therefore will not capture changes that occur on a shorter temporal scale.