Evolution of moisture in tailings dams located in arid climates. Case study: Castaño Viejo mine, San Juan, Argentina
DOI:
https://doi.org/10.21701/bolgeomin.132.4.007Keywords:
mining, moisture evolution, saturation zone, stratification, tailings damsAbstract
This paper presents the results obtained in geotechnical exploration campaigns carried out in mining tailings dams resulting from the extraction process of lead, zinc and copper. The studied dams have been abandoned for more than half a century and are located in the Andes Mountains, San Juan, Argentina, an area characterized by water deficit regimens. The observation of degrees of saturation, which is surprisingly high in the internal zones of the tailings dams, led to a long-term field experiment (plot test) to investigate the observed behaviour. Based on the results of the plots test, we have concluded that stratigraphy controls the evolution of the water stored with the tailings. Clay and silty layers develop high degrees of saturation due to the capillary barrier effect, whilst the interlayers of sand dry up to a residual saturation condition. This situation inhibits the capillary rise and the diffusion of vapour, thus isolating the interior of the tailings from the atmosphere. It was observed that the depth of the active layer is 10 to 35 cm for evaporation and 35 to 75 cm for infiltration in the plot experiment. Such asymmetry determines a net flow of water into the system, which is consistent with the generation and conservation of a high degree of saturation within the tailings.
Downloads
References
Alonso E.E. and Gens A. 2006. Aznalcóllar dam failure. Part 1: Field observations and material properties. Géotechnique, 56(3):165-183. https://doi.org/10.1680/geot.2006.56.3.165
Bligth G. E. 1997. Destructive mudflows as a consequence of tailing dyke failures. Proceedings of the Institution of Civil Engineers, 125: 9-18. https://doi.org/10.1680/igeng.1997.28992
Bligth G. E. and Fourie A. B. 2005. Catastrophe revisited - disastrous flow failures of mine and municipal solid waste. Geotechnical and Geological Engineering, 23:219-248. https://doi.org/10.1007/s10706-004-7067-y
Bray J. D. and Frost, J. D. 2010. Geo-Engineering Reconnaissance of the 2010 Maule, Chile Earthquake, a report of the NSF-sponsored GEER Association Team, http://www.geerassociation.org/.
Bowker L.N. and Chambers D.M. 2015. The Risk, Public Liability, and Economics of Tailings Storage Facility Failures. Earthwork Act, 1-56.
Chandler R. J. and Tosatti G. 1995. The Stava dams failure, Italy, July, 1985. Proceedings of the Institution of Civil Engineers, 113:67-79. https://doi.org/10.1680/igeng.1995.27586
Davies M. P. 2002. Tailings Impoundment Failures: Are Geotechnical Engineers Listening?. Geotechnical News, 20:31-36.
Dorigo, W.A., Xaver, A., Vreugdenhil, M., Gruber, A., Hegyiová, A., Sanchis-Dufau, A. D., Zamojski, D., Cordes, C., Wagner, W., Drusch, M. 2013. Global automated quality control of in situ soil moisture data from the International Soil Moisture Network. Vadose Zone Journal, 12(3). https://doi.org/10.2136/vzj2012.0097
Fourie A.B., Blight G.E., Papageorgiou G. 2001. Static liquefaction as a possible explanation for the Merriespruit tailings dam failure. Canadian Geotechnical Journal, 38:707-719. https://doi.org/10.1139/t00-112
García C. 2004. Impacto y riesgo ambiental de los residuos minero-metalúrgicos de la Sierra de Cartagena- La Unión (Murcia-España). Tesis Doctoral, Universidad Politécnica de Cartagena.
Garino L., Rodari G., Oldecop L. 2017. Characterization of mine waste materials after 50 years of climate interaction. Second Pan-American Conference on Unsaturated Soils, Dallas, United States.
Gramage R. 1983. Estudio geológico minero de las vetas Compañía y Flor de Castaño, Distrito Minero Castaño Viejo, Pcia. de San Juan. Trabajo Final de la Carrera Licenciatura en Ciencias Geológicas. Facultad de Ciencias Exactas, Físicas y Naturales. Universidad Nacional de San Juan, Argentina.
Harder L.F. and Stewart, J.P. 1996. Failure of Tapo Canyon Tailings Dam. Journal of Performance of Constructed Facilities, ASCE, 10 (3): 109-114. https://doi.org/10.1061/(ASCE)0887-3828(1996)10:3(109)
ICOLD 2001. Tailings dams risk of dangerous occurrences, lessons learnt from practical experiences, Bulletin 121, United Nations Environmental Programme (UNEP) Division of Technology, Industry and Economics (DTIE) and International Commission on Large Dams (ICOLD), Paris, 2001.
IEEIRP 2015. Report on Mount Polley Tailings Storage Facility Breach. Independent Expert Engineering Investigation and Review Panel. January 30, 2015.
IGME 2004. Evaluación de riesgos y definición de medidas correctoras en depósitos de lodos abandonados procedentes de procesos de tratamiento de actividades extractivas en la región de Murcia. Aplicación a los depósitos "San Cristóbal" (Nº 0976-3-0006 y 0976-3-0005). Instituto Geológico y Minero de España, 2004.
Kapilaratne, R. J. and Lu, M. 2017. Automated general temperature correction method for dielectric soil moisture sensors. Journal of Hydrology, 551:203- 2016. https://doi.org/10.1016/j.jhydrol.2017.05.050
Malmberg, C. G. and Maryott, A. A. 1956. Dielectric constant of water from 0° to 100° C. Journal of Research of the National Bureau of Standards, 56:1-8. https://doi.org/10.6028/jres.056.001
Morgenstern N.R., Vick S.G., Viotti C.B., Watts B.D. 2016. Fundão Tailings Dam Review Panel. Report on the Immediate Causes of the Failure of the Fundão Dam.
Oldecop L. y Rodríguez R. (2006). Estabilidad y seguridad de depósitos de residuos mineros. Los residuos minero-metalúrgicos en el medio ambiente. Editorial Instituto Geológico y Minero de España, 197-244.
Oldecop L., Zabala F., Rodríguez R., Garino L. 2008. Funcionamiento hidráulico, estabilidad y mecanismos de rotura de presas de relaves mineros. V Congreso Argentino de Presas y Aprovechamientos Hidroeléctricos. Tucumán, Argentina.
Oldecop L., Garino L., Muñoz, J.J., Rodríguez, R., García C. 2011. Unsaturated behavior of mine tailings in low precipitation areas. Unsaturated soils, 1425- 1430. CRC Press/Balkema, ISBN: 9780415604284. https://doi.org/10.1201/b10526-225
Or, D. and Wraith, J. M. 1999. Temperature effects on soil bulk dielectric permittivity measured by time domain reflectometry: A physical model. Water Resources Research, 35:371-383. https://doi.org/10.1029/1998WR900008
Ramírez M., Salinas L. Carrascosa H., Negrelli M. 2002. Caracterización y evaluación de las presas mineras del Distrito Castaño Viejo, Calingasta, San Juan. II Congreso Argentino de Presas y Aprovechamientos Hidroeléctricos, San Juan, Argentina.
Rico M., Benito G., Salgueiro A.R., Díez-Herrero A., Pereira H.G. 2008. Reported tailings dam failures - A review of the European incidents in the worldwide context. Journal of Hazardous Materials, 152:846-852. https://doi.org/10.1016/j.jhazmat.2007.07.050 PMid:17854989
Roche C., Thygesen K., Baker E. 2017. Mine Tailings Storage: Safety Is No Accident. A UNEP Rapid Response Assessment. United Nations Environment Programme and GRID-Arendal, Nairobi and Arendal, www.grida.no.
Rodríguez R. 2002. Estudio experimental de flujo y transporte de cromo, níquel y magnesio en residuos de la zona minera de Moa (Cuba): influencia del comportamiento hidromecánico. PhD Thesis, Universitat Politècnica de Catalunya, Barcelona.
Rodríguez R. y Oldecop L. 2006. Propiedades físicas, mecánicas e hidrogeológicas de los residuos minero- metalúrgicos sólidos. Los residuos minero- metalúrgicos en el medio ambiente. Editorial Instituto Geológico y Minero de España., Madrid, 2006. ISBN 84-7840-656-5
Seyfried, M. S. and Grant, L. E. 2007. Temperature effects on soil dielectric properties measured at 50 MHz. Vadose Zone Journal, 6:759-765. https://doi.org/10.2136/vzj2006.0188
Stormont J.C. and Morris C. E. 1998. Method to estimate water storage capacity of capillary barriers. Journal of Geotechnical and Geoenvironmental Engineering, 124 (4): 297-302. https://doi.org/10.1061/(ASCE)1090-0241(1998)124:4(297)
van Genuchten M.Th. 1980. A closed-form equation for predicting the hydraulic conductivity of unsaturated soils. Soil Science Society of America Journal, 44:892-898. https://doi.org/10.2136/sssaj1980.03615995004400050002x
Walthert, L. and Schleppi P. 2018. Equations to compensate for the temperature effect on readings from dielectric Decagon MPS-2 and MPS-6 water potential sensors in soils. Journal of Plant Nutrition and Soil Science, 181:749-759. https://doi.org/10.1002/jpln.201700620
Zandarín M. T., Oldecop L., Rodríguez R., Zabala F. 2009. The role of capillary water in the stability of tailing dams. Engineering Geology, 105 (1-2):108-118. https://doi.org/10.1016/j.enggeo.2008.12.003
Downloads
Published
How to Cite
Issue
Section
License
Copyright (c) 2024 Consejo Superior de Investigaciones Científicas (CSIC)

This work is licensed under a Creative Commons Attribution 4.0 International License.
© CSIC. Manuscripts published in both the print and online versions of this journal are the property of the Consejo Superior de Investigaciones Científicas, and quoting this source is a requirement for any partial or full reproduction.
All contents of this electronic edition, except where otherwise noted, are distributed under a Creative Commons Attribution 4.0 International (CC BY 4.0) licence. You may read the basic information and the legal text of the licence. The indication of the CC BY 4.0 licence must be expressly stated in this way when necessary.
Self-archiving in repositories, personal webpages or similar, of any version other than the final version of the work produced by the publisher, is not allowed.






