A summary of the key system components, processes and interactions in the is provided in companion product 2.3 for the Hunter subregion ().
The geology is characterised by near horizontal sandstone, shale and coal beds, which have undergone mild deformation. It is represented as nine horizons in the regional-scale geological model built as part of the for the Hunter subregion (Figure 6), described in Section 2.1.2 of companion product 2.1-2.2 for the Hunter subregion (). Figure 7 shows how the geological model layers map to the stratigraphic sections in the Hunter subregion coalfields (see also Table 4 in ). The model is built directly upon this broad-scale layer-cake conceptualisation of the Hunter geology, but includes worked coal seams only in the vicinity of mines. Small local-scale geological and geophysical features are not represented in the geological model. It is acknowledged that faults may be important in the hydraulic of fractured rock and alluvial in some locations and would need to be considered in more local-scale analyses.
Source: produced for Bioregional Assessment Programme based on stratigraphic unit information from Geoscience Australia and Australian Stratigraphy Commission (2016).
Hydrogeologically, it is typical for the sandstone layers to act like aquifers, whereas shale and siltstone layers have hydraulic properties typical of . Non-alluvial near-surface rock units are typically more weathered and have higher hydraulic conductivities than deeper rock units and are commonly only partially saturated. However, an analysis of hydraulic conductivity measurements from 577 points throughout the Hunter subregion shows little correlation with lithology and (Figure 26 and Figure 27 in companion product 2.1-2.2 for the Hunter subregion ()). A weak correlation with depth is evident. Quaternary-age alluvial deposits occur along the main river valleys and coastal sand beds around the Hunter River estuary and along the coastal plain. They are important sources of fresh groundwater for the subregion and have higher hydraulic conductivities than the underlying rocks.
The subregion boundary to the north-eastern side is defined by the Hunter-Mooki Thrust Fault, which separates the geological Sydney and Werrie basins. Since this is the edge of the basin, it is assumed to be a zero-flow boundary, as discussed further in Section 220.127.116.11. Groundwater flow can occur across the other boundaries, which are defined by catchment boundaries and in the ocean approximately 100 km offshore (see Section 18.104.22.168). Regional-scale groundwater flow generally follows the direction of the topography from north-west to south-east.
Rainfall is the major input to the , but losses from streams can also recharge aquifers. In Section 2.1.5 (see companion product 2.1-2.2 for the Hunter subregion ()), estimates of baseflow were found to be highly variable but may be of the order of 10% of recharge to the groundwater system. of groundwater to draining streams (i.e. baseflow) are important for sustaining flow in many streams, but estimates of their contribution to total flow are highly variable. Because of this , model parameters that control baseflow are varied in the uncertainty analysis (see Section 22.214.171.124).
Coal mining is undertaken using open-cut, longwall and bord-and-pillar mining methods in the three major coalfields of the Hunter subregion. These methods of coal extraction involve mine , resulting in aquifer . The methods of extraction modify subsurface physical flow paths, particularly above longwall mines where hydraulic enhancement is an inevitable of collapsing the longwall panels. The of these changes are of and changes in the magnitude and timing of discharges to streams that intersect groundwater.
Details of the and data analyses that have informed the conceptualisation and development of the groundwater model are provided in Section 2.1.3 of companion product 2.1-2.2 for the Hunter subregion (). They include the mapped extent of the Hunter alluvium (Section 126.96.36.199.1), the generation of a spatially varying rainfall recharge surface for the subregion (Section 188.8.131.52.1), and results from the analysis of hydraulic conductivity measurements by lithology (Section 184.108.40.206.2). Details of the mine footprints and flow rates (i.e. the assumed pumping rates to dewater mines) used to represent the hydrological changes due to mining are provided in Section 220.127.116.11.
Product Finalisation date
- 18.104.22.168 Methods
- 22.214.171.124 Review of existing models
- 126.96.36.199 Model development
- 188.8.131.52 Boundary and initial conditions
- 184.108.40.206 Implementation of the coal resource development pathway
- 220.127.116.11 Parameterisation
- 18.104.22.168 Observations and predictions
- 22.214.171.124 Uncertainty analysis
- 126.96.36.199 Limitations and conclusions
- Currency of scientific results
- Contributors to the Technical Programme
- About this technical product