31.3 Off-channel water abstraction

Supporting information

The volume of water abstracted from off-channel water stores for use during the 2011–12 year was 6,213 ML. Note that metered water diversions from on-channel private farm dams connected to the watercourses in the Barossa Prescribed Water Resources Area are included in the volume of line item 17.11 Entitled diversion of allocated surface water to users.

Quantification approach

Data source

Bureau of Meteorology (the Bureau): National Climate Centre daily climate grids (rainfall, temperature and solar radiation), Australian Hydrological Geospatial Fabric (AHGF) waterbody feature class; South Australian Department of Environment, Water and Natural Resources (DEWNR): Geographical Information System layers; Geoscience Australia: 9 arc-second digital elevation model (DEM). Irrigation, stock and domestic demand literature (Binks 2004; Luke 1987).

Provided by

The Bureau.


The spatial tool for estimating dam impacts (STEDI) model (Sinclair Knight Merz 2010) was used to determine the volume of water abstracted from the off-channel water store. Data input to the model included gridded climate datasets; runoff from the AWRA-L version 2.0.0 (Van Dijk 2010) model, and dam details derived from spatial data (surface area, volume, location and catchment area). Model parameters included irrigation demand factors (Binks 2004) and stock and domestic demand factors (Luke 1987).

The Adelaide region has more than 10,000 off-channel water storages. This is the maximum number of off-channel water storages that the STEDI model can handle for a single region. Therefore, the Adelaide region was split into two smaller sub-regions. The region was divided using the boundaries of the AHGF contracted catchments between McLaren Vale and the Onkaparinga Valley. The northern region includes the Barossa Valley, the Northern Adelaide Plains, and the River Torrens, Patawalonga and Onkaparinga catchments. The southern region includes catchments throughout McLaren Vale and the Fleurieu Peninsula. 

Only off-channel water storages filled primarily by rainfall-runoff were considered. These were determined from waterbody mapping provided by DEWNR, and excluded waterbodies that were within the Virginia Pipeline Scheme service area and waterbodies that were less than 20 metres away from a channel of second order or higher, or an active bore. A 9 arc-second DEM was used to determine the catchment area of each off-channel water storage in the Adelaide region.

The STEDI model determines the water stored in each off-channel water storage at each time step and determines the volume required for use from the storage. STEDI assumes that water will be abstracted from the storage at the rate required unless it empties, at which time abstraction will cease.

Assumptions, limitations, caveats and approximations

  •  The gridded climate input data were subject to approximations associated with interpolating observation point data to a national grid detailed in Jones et al. (2007).
  • The estimated volume available in storage for evaporation was subject to the assumptions associated with the STEDI model and the parameters used.
  • The spatial extent of water bodies was subject to the assumptions and methods associated with the spatial data provided by DEWNR.

Uncertainty information

The uncertainty estimate was not quantified.