Chapter
Jul 20, 2023

A Novel Damage Classification System for Tailing Dams under Extreme Events: Earthquakes and Heavy Rainfall

ABSTRACT

Devastating damages and failure of tailing dams during the earthquake and heavy rains have been well acknowledged in the past. The factors associated with the tailing dam’s failures are earthquake characteristics such as peak ground acceleration (PGA), frequency content, duration and epicentral distance of earthquake; rainfall characteristics like the amount, the intensity, the duration, the frequency or return period, the seasonal distribution, and velocity of the rain flow. Design criteria of the dam, including the foundation soil below the dam and the topographic nature of the local sites, are also essential factors for the tailing dam performance during extreme events. An extensive review is carried out to investigate the dam failure during the 1962−2022 earthquakes and rainfall. Based on historic frequency of extreme events, the damage intensity scale (DIS) for a tailing dam is proposed in the present study. The earthen tailing dams with a geometry ratio greater than 0.8 are more vulnerable than others. Several co-relations are also examined in the present study to identify the damage governing parameters during extreme events.

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REFERENCES

Adiansyah, J. S., Rosano, M., Vink, S., and Keir, G. (2015). “A framework for a sustainable approach to mine tailings management: disposal strategies.” Journal of cleaner production, 108, 1050–1062. https://doi.org/10.1016/j.jclepro.2015.07.139.
Azam, S., and Li, Q. (2010). “Tailings Dam Failures: A Review of the last one hundred years waste geotechnics.”.
Bird, G., Brewer, P. A., Macklin, M. G., Balteanu, D., Serban, M., Driga, B., and Zaharia, S. (2008). “River system recovery following the Novaţ-Roşu tailings dam failure.” Maramureş County, Romania Appl. Geochem., 24(12) 3498–3518. https://doi.org/10.1016/j.apgeochem.2008.08.010.
Bowker, L. N., and Chambers, D. M. (2015). “The risk, public liability, and economics of tailings storage facility failures.” The Public Interest: Stonington Maine, Bowker Associates Science & Research.
Chambers, D. M., and Higman, B. (2011). Long term risks of tailings dam failure. center for science in public participation, Bozeman, Montana.
Cuervo, V., Burge, L., Beaugrand, H., Hendershot, M., and Evans, S. G. (2017). “Downstream geomorphic response of the 2014 mount Polley tailings dam failure.” British Columbia M. Mikos, et al. (Eds.), Advancing Culture of Living with Landslides, Springer International Publishing (2017), pp. 281–289, Landslides in Different Environments.
Glotov, V. E., Chlachula, J., Glotova, L. P., and Little, E. (2018). Causes and environmental impact of the gold-tailings dam failure at Karamkenthe Russian Far East.” Eng. Geol., 245, pp. 236–247, https://doi.org/10.1016/j.enggeo.2018.08.012.
Gobla, M. (2017). “Risk analysis for evaluation of mine impounded water.” Annu. Conf. Expo: Soc. Min., Metall. Explor. (SME), 1, 561–564.
ICOLD. (2001). “Tailings dams-risk of dangerous occurrences, lessons learnt from practical experiences.”, United Nations Environmental Programme (UNEP) Division of Technology, Industry and Economics (DTIE) and International Commission on Large Dams (ICOLD), Paris.
Adiansyah, J. S., Rosano, M., Vink, S., and Keir, G. (2015). “A framework for a sustainable approach to mine tailings management: disposal strategies.” J. Clean. Prod. 108, 1050–1062, https://doi.org/10.1016/j.jclepro.2015.07.139.
Liu, R., Liu, J., Zhang, Z., Borthwick, A., and Zhang, K. (2015). “Accidental water pollution risk analysis of mine tailings ponds in Guanting reservoir Watershed, Zhangjiakou city, China.” Int. J. Environ. Res. Public Health 12(12), 15269–15284, https://doi.org/10.3390/ijerph121214983.
Lumbroso, D., Davison, M., Body, R., and Petkovšek, G. (2021). “Modelling the Brumadinho tailings dam failure, the subsequent loss of life and how it could have been reduced.” Nat. Hazards Earth Syst., 21, 21–37, https://doi.org/10.5194/nhess-21-21-2021, 2021.
Martín Duque, J. F., Zapico, I., Oyarzun, R., Lopez García, J. A., and Cubas, P. (2015). “A descriptive and quantitative approach regarding erosion and development of landforms on abandoned mine tailings: new insights and environmental implications from SE Spain.” Geomorphology 239, 1–16, https://doi.org/10.1016/j.geomorph.2015.02.035.
Mitchell, J. K. (1996). “The United Nations University, the Long Road to Recovery: Community Responses to Industrial Disaster.” United Nations University Press, http://archive.unu.edu/unupress/unupbooks/uu21le/uu21le00.htm.
Nogueira, M. (2019). “Brazil’s vale warns another mine tailings dam at risk of collapse.” Insurance J., https://www.insurancejournal.com/news/international/2019/05/17/526736.htm.
Rico, M., Benito, G., Salgueiro, A. R., and Díez-Herrero, H. G. (2008). “Pereira Reported tailings dam failuresA review of the European incidents in the worldwide context.” J. Hazard Mater., 152 (2) 846–852, https://doi.org/10.1016/j.jhazmat.2007.07.050.
Roche, C., Thygesen, K., and Baker, E. (2017). “Mine Tailings Storage: Safety Is no Accident.” UN Environment, GRID-Arendal report for Rapid Response Assessment, USA.
Schoenberg, E. (2016). “Environmentally sustainable mining: the case of tailings storage facilities.” Resour. Policy 49, 119–128, https://doi.org/10.1016/j.resourpol.2016.04.009.
Turi, D., Pusztai, J., and Nyari, I. (2013). “Causes and circumstances of red mud reservoir dam failure in 2010 at mal zrt factory site in Ajka.” International Conference on Case Histories in Geotechnical Engineering, Missouri University of Science and Technology Scholars’ Mine, Hungary,USA.
Villavicencio, G., Espinace, R., Palma, J., Fourie, A., and Valenzuela, P. (2014). “Failures of sand tailings dams in a highly seismic country.” Can. Geotech. J., 51, 449–464. https://doi.org/10.1139/cgj-2013-0142.
Vogel, A. (2013). “Failures of dams-challenges to the present and the future IABSE Workshop on Safety, Failures and Robustness of Large Structures.” Inter. Assoc. Bridge Struct. Eng. (IABSE) 178–185, Helsinki.
Wikipedia. (2022). “Tailings dam.” https://en.wikipedia.org/wiki/Tailings_dam.
World Information Service on Energy. (2019). “WISE-Uranium Project Chronology of Major Tailings Dam Failures.” https://www.wise-uranium.org/mdaf.html.

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Go to Geo-Risk 2023
Geo-Risk 2023
Pages: 321 - 330

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Published online: Jul 20, 2023

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Sukanta Das, S.M.ASCE [email protected]
1Research Scholar, Dept. of Earthquake Engineering, Indian Institute of Technology Roorkee, Uttarakhand, India. Email: [email protected]

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