8
References
[1] ANCOLD, “Guidelines on Tailings Dams: Planning, Design, Construction, Operation and Closure. Hobart, Tasmania,” Australian National Committee on Large Dams, 2012. [2] ANCOLD, “Guidelines on the Consequence Categories for Dams,” Australian National Comittee on Large Dams, Hobart, 2012. [3] Department of Environment, Science and Innovation, “Manual for assessing consequence categories and hydraulic performance of structures,” 23 February 2024. [Online]. Available: https://www.des.qld.gov.au/policies?a=272936:policy_registry/era-mn-assessing-consequence-hydraulic- performance.pdf. [Accessed 13 March 2024]. [4] WSP Golder, “Detailed Design Report for Sandstone Gully Tailings Storage Facility, Mount Morgan Tailings Retreatment Project,” 26 November 2021. [5] WSP, “Definitive Feasibility Study for Sandstone Gully Tailings Storage FacilityMount Morgan Tailings Retreatment Project,” Ref. No.: 213278-WSP-BNE-MNG-REP-022 RevA, Brisbane, 2024. [6] Queensland Government, “Queensland State Planning Policy and Environmental Offsets Regulation 2014 - Environmental Offsets Act 2014,” Brisbane. [7] Queensland Government, “Matters of state environmental significance (MSES) [Map Service],” 02 22 2022. [Online]. Available: <https://spatial.information.qld.gov.au/arcgis/home/item.html?id=1afde9ce19c2412b8bf9f48c59b11aaf>. [8] US Army Corps of Engineers, “Using HEC-RAS for Dam Brak Studies,” Commonwealth of Australia (Geoscience Australia)., 2014. [9] Ball et al, “Australian Rainfall and Runoff: A Guide to Flood Estimation,” Commonwealth of Australia (Geoscience Australia)., 2019. [1 0] Smith, Davey & Cox, “Flood hazard, Technical Report 2014/07,” Water Research Laboratory, University of New South Wales, Sydney, 2014. [1 1] Rourke & Luppnow, “The Risks of Excess Water on Tailings Facilities and Its Application to Dam-break Studies,” Tailings and Mine Waste Management for the 21st Century. Sydney, Australia., 2015. [1 2] Dobry, R. Alvarez, L., “Seismic Failures of Chilean Tailings Dams,” Journal of the soil mechanics and foundations division, v. 93, 1967. [1 3] Ishihara, K., “Post-earthquake failure of a tailings dam due to liquefaction of the pond deposit,” in Proceedings of the international conference on case histories in geotechnical engineering , New York, 1984. [1 4] Blight, G. E., Fourie, A., “Catastrophe revisited : disastrous flow failures of mine and municipal solid waste,” Geotechnical and Geological Engineering, v. 23, pp. 219-248, 2005. [1 5] Ishihara, K. Ueno, K., Yamada, S., Yasuda, S., Yoneoka, T., “Breach of a tailings dam in the 2011 earthquake in Japan,” Soil Dynamics and Earthquake Engineering, v. 68, pp. 3-22, 2015. [1 6] Jefferies, M., Morgenstern, N., Van Zyl, D., Waters, J., “Report on NTSF Embankent failure,” Cadia Valley Operations, Orange, 2019. [1 7] N. M. Rana, N. Ghahramani, S. G. Evans, S. McDougall, A. Small and W. A. Take, “Catastrophic Mass Flows Resulting From Tailings Impoundment Failures,” Engineering Geology, p. 20, 2021. [1 8] P. Larrauri and U. Lall, “Tailings dams failures: updated statistical model for discharge volume and runout,” Environments Journal, vol. 5, no. 28, 2018. [1 9] L. Piciullo, E. B. Storrosten, Z. Liu, F. Nadim and S. Lacasse, “A new look at the statistics of tailings dam failures,” Engineering Geology 303 (2022) 106657, p. 14 p, 2022.
Project No PS213278 Sandstone Gully TSF Dam Break and Consequence Category Assessments Mount Morgan Gold Mine Heritage Minerals
WSP January 2025 Page 38
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