DOI https://doi.org/10.36487/ACG_rep/1915_106_Gresswell
Cite As:
Gresswell, R, Foley, G & Faithful, J 2019, 'Hydrogeological modelling to inform closure planning for Hazelwood Mine', in AB Fourie & M Tibbett (eds),
Mine Closure 2019: Proceedings of the 13th International Conference on Mine Closure, Australian Centre for Geomechanics, Perth, pp. 1353-1366,
https://doi.org/10.36487/ACG_rep/1915_106_Gresswell
Abstract:
The Hazelwood Mine, located in the Latrobe Valley of Victoria, ceased operation in 2017 after over 50 years of mining. The closure of the mine represents an important stage in the hydrogeological evolution of the Latrobe Valley aquifer systems. It marks the transition from the operational phase of mining which involved the significant depressurisation of confined aquifers to ensure safe mining conditions, to the closure phase when the mine will be filled to form a lake with the depressurisation system progressively shutdown.
Key hydrogeological issues associated with the closure include the rate of recovery of piezometric heads in the aquifers and the interaction of groundwater with the lake. Hydrogeological modelling is a critical component of closure planning, providing inputs to other technical studies required by resource managers to inform groundwater and surface water licencing aspects of the mine closure.
This paper describes the detailed hydrogeological modelling undertaken to support closure planning for Hazelwood, including:
Keywords: groundwater, lake, modelling, closure
References:
Barnett, B, Townley, LR, Post, V, Evans, RE, Hunt, RJ, Peeters, L, Richardson, S, Werner, AD, Knapton, A & Boronkay, A 2012, Australian Groundwater Modelling Guidelines, National Water Commission, Waterlines Report Series No. 82, June 2012.
Doherty, J 2017, ‘PEST_HP. PEST for highly parallelized computing environments’, Watermark Numerical Computing.
Höffmann, J, Leake, SA, Galloway, DL & Wilson, AM 2003, ‘MODFLOW–2000 ground-water model — User guide to the Subsidence and Aquifer-System Compaction (SUB) Package’, U.S. Geological Survey Open-File Report 03‒233.
Littleboy, M, Silburn, DM, Freebairn, DM, Woodruff, DR & Hammer, GL 1989, ‘PERFECT: A simulation model of Productivity, Erosion, Runoff Functions to Evaluate Conservation Techniques’, Queensland Department of Primary Industries Bulletin, QB89005, p. 135.
Lu, C, Werner, AD, Simmons, C & Luo, J 2015, ‘A correction on coastal heads for groundwater flow models’, Groundwater, vol. 53, no. 1, pp. 164‒170.
Merritt, ML & Konikow, LF 2000, ‘Lake-aquifer interaction using the MODFLOW groundwater-water flow model and the MOC3D solute-transport model’, U.S. Geological Survey Water-Resources Investigations Report 00-4167.
Panday, S, Langevin, CD, Niswonger, RG, Ibaraki, M & Hughes, J 2013, ‘MODFLOW–USG Version 1: An unstructured grid version of MODFLOW for simulating groundwater flow and tightly coupled processes using a control volume finite-difference formulation’, Chapter 45 of Section A, Groundwater Book 6, Modeling Techniques, Techniques and Methods 6–A45.
Rassam, D & Littleboy, M 2003, ‘Identifying vertical and lateral components of drainage flux in hillslopes’, MODSIM 2003 Proceedings, vol. 1.