The volumetric value for the line item is 1,753,711ML. The following table provides a breakdown of the volume.
No. |
Groundwater management unit (GMU) |
State |
Volume 2009–10 (ML) |
Quantification method1 |
---|---|---|---|---|
1 |
Lower Gwydir Alluvium |
NSW |
14,040 |
BoM method |
2 |
Lower Lachlan Alluvium |
NSW |
116,000 |
NSW models |
3 |
Upper Lachlan Alluvium |
NSW |
339,527 |
BoM method |
4 |
Lower Macquarie Alluvium |
NSW |
46,052 |
NSW models |
5 |
Lower Murray Alluvium |
NSW |
98,914 |
BoM method |
Lower Murrumbidgee – sum composed of GMUs 6 & 7 |
330,000 |
NSW models |
||
6 |
Lower Murrumbidgee Deep Groundwater source |
NSW |
||
7 |
Lower Murrumbidgee Shallow Groundwater source |
NSW |
||
8 |
Mid Murrumbidgee Alluvium |
NSW |
8,868 |
NSW models |
9 |
Lower Namoi Alluvium |
NSW |
21,200 |
NSW models |
10 |
Upper Namoi Alluvium |
NSW |
41,923 |
NSW models |
Katunga-Campaspe – sum composed of GMUs 11–13 |
274,141 |
BoM method |
||
11 |
Campaspe Deep Lead Water Supply Protection Area |
Vic |
||
12 |
Katunga Water Supply Protection Area |
Vic |
||
13 |
Shepparton Irrigation Water Supply Protection Area |
Vic |
||
14 |
Mid Loddon Water Supply Protection Area |
Vic |
32,870 |
BoM method |
Lower Murray–Darling Basin GMUs – sum composed of GMUs 15–27 |
430,176 |
BoM method |
||
15 |
Balrootan (Nhill) Groundwater Management Area |
Vic |
||
16 |
Goroke Groundwater Management Area |
Vic |
||
17 |
Kaniva TCSA Groundwater Management Area |
Vic |
||
18 |
Murrayville Water Supply Protection Area |
Vic |
||
19 |
Nhill Groundwater Management Area |
Vic |
||
20 |
Telopea Downs Water Supply Protection Area |
Vic |
||
21 |
Angas–Bremer Prescribed Wells Area |
SA |
||
22 |
Coorong |
SA |
||
23 |
Ferries–McDonald |
SA |
||
24 |
Mallee Prescribed Wells Area |
SA |
||
25 |
Murraylands |
SA |
||
26 |
Peake, Roby and Sherlock Prescribed Wells Area |
SA |
||
27 |
River Murray Prescribed Water Course |
SA |
||
|
Total Basin |
1,753,711 |
|
1 See ‘Quantification approach’, below, for explanations of the methods used
WAVES is a one-dimensional soil-vegetation-atmosphere-transfer model that integrates water, carbon, and energy balances with a consistent level of process detail. The input data-sets required for WAVES include climate, soil and vegetation data. The climate data used at selected points include rainfall, rainfall duration, maximum and minimum temperatures, vapour pressure deficit, and solar radiation. The relevant vegetation parameters required for modelling were selected from the WAVES User Manual (Dawes et al. 1998). WAVES uses the soil hydraulic model of Broadbridge and White (1998) with saturated hydraulic conductivity, saturated moisture content, residual moisture content, inverse capillary length scale and an empirical constant as input parameters calculated from soil properties accessed in the ASRIS database (Johnston et al. 2003).
The WAVES model has been used by the Commonwealth Scientific and Industrial Research Organisation (CSIRO) in its Sustainable Yields projects (Crosbie et al. 2008) and the Bureau of Meteorology built on this methodology. WAVES was run for all combinations of soil, vegetation, and depth to water table at a number of discrete points within the GMU areas. Groundwater recharge was then estimated for each 5 km × 5 km grid-square across the MDB region by interpolating between the discrete points using the annual rainfall, and the dominant soil and vegetation present in the pixel. The net recharge within the MDB region was estimated by summing the recharge estimates for each pixel within the region.
New South Wales groundwater models method (see list of GMUs concerned in the table under supporting information)
Groundwater recharge is both an input to and, an output from, a groundwater model. There is no single method for estimating recharge used in the New South Wales groundwater models; however, several models estimate recharge as a percentage of rainfall. The magnitude of recharge (as a percentage of rainfall) can be adjusted during the calibration of a groundwater model so that the observed groundwater levels are reproduced in model outputs as accurately as possible, typically for a period of around 20 years if data are available.
In contrast to the Bureau of Meteorology method, the MODFLOW groundwater model can output volumes of both groundwater recharge and discharge where these fluxes are modelled. Discharge is only calculated in some MDB models where the MODFLOW evapotranspiration routines are activated to represent this flux – see Line item16.3.1.
Uncertainty is ungraded.
For Bureau of Meteorology method:
For New South Wales groundwater models:
Bureau of Meteorology method:
New South Wales groundwater models: