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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, Tourism, Science and Innovation, “Manual for assessing consequence categories and hydraulic performance of structures,” 2025. [Online]. Available: https://www.des.qld.gov.au/policies?a=272936:policy_registry/era-mn-assessing-consequence-hydraulic- performance.pdf. [4] 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. [5] Queensland Government, “Queensland State Planning Policy and Environmental Offsets Regulation 2014 - Environmental Offsets Act 2014,” Brisbane. [6] 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>. [7] US Army Corps of Engineers, “Using HEC-RAS for Dam Brak Studies,” Commonwealth of Australia (Geoscience Australia)., 2014. [8] Ball et al, “Australian Rainfall and Runoff: A Guide to Flood Estimation,” Commonwealth of Australia (Geoscience Australia)., 2019. [9] Smith, Davey & Cox, “Flood hazard, Technical Report 2014/07,” Water Research Laboratory, University of New South Wales, Sydney, 2014. [10] 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. [11] Dobry, R. Alvarez, L., “Seismic Failures of Chilean Tailings Dams,” Journal of the soil mechanics and foundations division, v. 93, 1967. [12] 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. [13] 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. [14] 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. [15] Jefferies, M., Morgenstern, N., Van Zyl, D., Waters, J., “Report on NTSF Embankent failure,” Cadia Valley Operations, Orange, 2019. [16] 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. [17] P. Larrauri and U. Lall, “Tailings dams failures: updated statistical model for discharge volume and runout,” Environments Journal, vol. 5, no. 28, 2018. [18] 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. [19] S. J. F. Knight and D. C. Froehlich, “Review of Embankment Dam Breach Parameter Prediction Methodologies,” ANCOLD, 2014.
[20] D. C. Froehlich, “Empirical Model of Embankment Dam Breaching,” 2016.
Project No PS213278 Upper Mundic Gully TSF Stage 1 and 2 DBA and CCA Mount Morgan Gold Mine Heritage Minerals
WSP JUly 2025 Page 39
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