The mine footprint varies over the life of the mine for most of the mines. When available, a 5-yearly time series of the footprint was used in the Figure 17 illustrates how the model grid is refined around the mine footprints, CSG production and the stream network.modelling, broadly corresponding to the maximum footprint in any specified 5-yearly period. Given the coarse resolution of the regional-scale groundwater model (minimum pixel size of around 300 m), the finer detail of individual roadways, chain pillars, etc. are not represented in the model. The individual longwall panels are also not resolved for the longwall mines. The mine footprints are used in the design of the unstructured grid for the model so that the model grid conforms to the mine footprints.
ACRD = additional coal resource development
Data: Bioregional Assessment Programme (, )
In the case of the Narrabri Gas Project, the latest information available from the Owing to the large , the water production rates are not directly used as a specified flux boundary condition in the (BA) modelling for the . Instead the head-dependent flux boundary condition implemented by using the DRN package is considered more appropriate to simulate the groundwater extraction by the CSG project. The large uncertainty in the water production curves is addressed in the modelling for the Namoi subregion by varying the drain conductance of the CSG wells over a wide range for the uncertainty analysis.report about the proposed sequence of drilling CSG production wells in the Pilliga region was used for implementing the drain boundary condition. Santos had developed a field development plan in the report for the purpose of assessing the potential on groundwater resources for peak gas production of 200 terajoules per day (TJ/day). The field development plan is based on a maximum number of 425 CSG well pairs (850 wells) distributed across 18 water areas.
The void remaining after mining coal underground is not represented as a ‘hole’ in the model. Such holes are common in models coupled with geomechanics, and in models where very local-scale effects are being studied, such as assessing how much water is produced from the roof, floor and chain pillars. In the Namoi subregion groundwater model, water is simply extracted from the polygons, as described above.
The drain conductance for the open-cut and longwall mines and the CSG wells are varied in the uncertainty analysis (see Section 220.127.116.11). This is important since the estimated and reported historical flow rates are subject to errors, while future flow rates are necessarily predictions, informed by mine-scale groundwater modelling and assumptions about the and development of the mine, and are also uncertain.
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
- Currency of scientific results
- Contributors to the Technical Programme
- About this technical product