The Narrabri North Mine, Stage 2 Longwall Project site covers an area of approximately 5201 ha. Approval for Stage 1 of the Narrabri Coal Mine was granted on November 2007, permitting the mining and rail transportation of up to 2.5 Mt/year of run-of-mine (ROM) coal for a period of 21 years. Site works commenced in April 2008. An application for Stage 2 was approved in July 2010, allowing for an annual production of up to 8 Mt/year run-of-mine (ROM) coal for 21 years, the approved production rate was increased to 11 Mt/year in 2015.
While both the Hoskissons Coal and Melville Coal Member are present within the mining lease, only the Hoskissons Coal is currently considered to contain coal resources with mining potential (companion product 1.1 for the Namoi subregion ()). The Hoskissons Coal is 8 to 10 m thick, the depth of cover varies from around 155 to 380 m.
The mine will consist of 20 longwall panels. The first 6 will be approximately 306 m wide and the remaining 14 will increase to 405 m. The mining height will be approximately 4.3 m.
on-site is primarily for dust suppression, mining operations (e.g. coal handling and preparation plant and longwall) and potable supply. Water collected on-site is retained or reused where possible. Modelled water use requirements for the mine during its operational life are 346 ML in year 2 (peak water demand) and 323 ML in year 18. Water use is relatively uniform from year 3 to year 18, and year 18 has predicted peak volume ( ).
Early in the mine life it is expected that there will be insufficientfrom the mine site to meet water demands, and a water licence to extract water from the Namoi River will augment supplies during this period ( ). Later in the mine life, after approximately years 3 to 5, groundwater inflows are expected to increase and exceed the mine site water demands resulting in an excess of water.
Water for dust suppression is sourced from on-site water harvesting and mine dewatering. A water treatment plant (WTP) uses reverse osmosis to produce all potable water used on the site. The WTP is supplied from Dam D, which is fed by water pumped from the Namoi River. Water from Dam D can also be filtered for use within the mine to supplement supply when mine dewatering does not produce sufficient water for operations. The water captured in storage dams SD1-SD5 is also transferred to Dam D, where required.
The Narrabri Coal Mine lies within the Namoi river basin and is drained by the ephemeral Kurrajong Creek and Pine Creek, and their tributaries.
The total storage capacity of the farm dams located within the mine site prior to commencement of mining was estimated at 121 ML, and the existing and proposed sediment dams is expected to be 237 ML. The maximum harvestable right dam capacity for the mine site is approximately 268 ML ().
Data from a lidar survey of the mine site in March 2015 showed evidence ofcaused by extraction of coal from longwall panels 101, 102 and 103. The subsidence impacts, for example creating areas of surface water ponding, are generally consistent with the impacts predicted in , with maximum ground subsidence depths of approximately 2.5 m ( ).
A detailed water balance model of the mine was developed to forecast the behavior of the mine water management system under a range of climate conditions (). The water balance indicated that sufficient capacity was provided by the proposed brine storage ponds to account for the upper estimate of groundwater . Evaporator spray systems on evaporation ponds will be used to reduce the volume of water stored on-site. The water stored in these dams may include mine water pumped out from the underground operations or potentially contaminated from the stockpiling and crushing/sizing area. Water will be drawn from these dams for operational purposes, depending on the water quality requirements of the operations.
Themanagement system includes a water conditioning plant to treat saline , using reverse osmosis, to a sufficient quality for mine site use, discharge to the Namoi River and potentially for use offsite.
Concentrated brine by-product of the water conditioning plant will be stored and evaporated in lined brine storage ponds on the pit top area without release to the environment. At the completion of the operation, it is predicted that up to 2000 ML of concentrated brine solution will remain and will be re-injected into the underground void ().
The mine is licensed to discharge water from dams SD2, SD4 and SD5, when water quality meets the limits set in the licence. Modelling of the site gives a predicted percentage of years of uncontrolled discharge of 31.5%, with a median volume of 2 ML/year estimated by the water balance model ().
An underground pipe to the Namoi River enablesof additional water from the Namoi River or discharge of surplus treated water to the river. Off-site releases of treated water from the conditioning plant are expected to commence by about 2019. The median groundwater model output indicates that the release of treated water will peak in 2023 at 283 ML/year for median groundwater inflows. These estimates are lower than earlier predictions ( ), as the observed mine water inflows during the mine operations to date have been used to update the groundwater model calibration ( ).
Table 16 gives the modelled volumes of inflow from the contributing groundwater sources. It is not possible to directly measure the volume of groundwater flowing into the workings, so the volume of produced water has been estimated considering inputs and outputs to the underground system. Estimates of the produced volume of groundwater, for the period December 2011 to May 2015, were compared to predicted volumes in . It was found that produced volumes have been equal to or less than the model predictions since August 2012. Produced volumes are increasing, consistent with the modelled values, and were around 1 ML/day (365 ML/year) in early 2015. modelled the groundwater of the Narrabri North Mine. Figure 46 shows predicted groundwater inflows to the mine.is extracted through the underground mine workings and via the gas drainage across the mine site.
Table 16 Source of groundwater ‘extracted’ by Narrabri North Mine
During the longwall mining process fracturing and resultantoccurs above the longwall panels. The predicted height of continuous or connected fracturing varies from around 45 to 200 m below ground level in the shallowest to deepest parts of the mine. During groundwater modelling for the mine for a base case undertook three scenarios using adjusted hydraulic parameters to investigate the effects of fracturing. For the uncertainty scenarios, the modelling shows that if connected fracturing extends into the overlying Garrawilla Volcanics, a slight increase in the peak inflow rate, to 1423 ML/year, may occur. If vertical permeabilities are increased by a greater amount than anticipated in the subsidence zones above the longwall , inflow rates peaking at up to 1889 ML/year may occur, though this is considered unlikely. If some of the upper fracture zones were to settle and result in lower hydraulic conductivities, then groundwater inflows are estimated to peak around 1168 ML/year.
Modelling of the fracture zone was also undertaken for the later mine modification (). This analysis identified sufficient vertical buffer between the potential maximum fracture zone height and likely depth of surficial cracking to give a low that the fracture zone and surficial cracking would intersect.
The impacts of underground mining on riverhave been predicted ( ). The impacts to baseflows can occur when the due to the mine extends into the alluvium. The modelling shows the most impacted river reach is the closest section of the Namoi River, to the east of the mine site. Baseflow in this reach is predicted to reduce by a maximum of around 80 ML/year (0.22 ML/day) (years 23–24), which is 2% of the calculated baseflow contribution of this reach (3760 ML/day) ( ). Post mining the baseflows are predicted to recover to levels equal to pre-mining following the 100 years of recovery. reported that the proposed mine modification would result in a negligible difference in impact to baseflow.
Product Finalisation date
- 2.1.1 Geography
- 2.1.2 Geology
- 2.1.3 Hydrogeology and groundwater quality
- 2.1.4 Surface water hydrology and water quality
- 2.1.5 Surface water – groundwater interactions
- 184.108.40.206 Observed data
- 220.127.116.11 Previous catchment-scale investigations on stream-aquifer interactions
- 18.104.22.168 Overview of controls on surface water – groundwater connectivity based on previous investigations in the Namoi river basin
- 22.214.171.124 Statistical analysis and interpolation
- 126.96.36.199 Gaps
- 2.1.6 Water management for coal resource developments
- 188.8.131.52 Boggabri Coal Mine (baseline) and Boggabri Coal Expansion Project (ACRD)
- 184.108.40.206 Narrabri North Mine (baseline)
- 220.127.116.11 Narrabri South Project (ACRD)
- 18.104.22.168 Rocglen Mine (baseline)
- 22.214.171.124 Sunnyside Mine (baseline)
- 126.96.36.199 Tarrawonga Mine (baseline) and Tarrawonga Coal Expansion Project (ACRD)
- 188.8.131.52 Caroona Coal Project (ACRD)
- 184.108.40.206 Maules Creek Project (ACRD)
- 220.127.116.11 Watermark Coal Project (ACRD)
- 18.104.22.168 Vickery Coal Project (ACRD)
- 22.214.171.124 Narrabri Gas Project (ACRD)
- 126.96.36.199 Mine footprints
- Currency of scientific results
- Contributors to the Technical Programme
- About this technical product