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11 Years of Evapotranspiration Cover Performance at the AA Leach Pad at Barrick Goldstrike Mines

11 Jahren Nach der Konstruktion eines Evapotranspirations-Abdeckungssystems auf dem AA Leach Pad der Barrick Goldstrike Mine

11 Años de Funcionamiento de una Cobertura de Evapotranspiración en la Plataforma de Lixiviación AA en la Mina Barrick Goldstrike

Barrick Goldstrike矿AA浸出垫腾发罩运行11年

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Abstract

The AA Leach Pad at Barrick Goldstrike Mine was reclaimed using an evapotranspiration (ET) cover designed to limit the infiltration of precipitation into the facility. Water content and matric potential sensor stations were installed in the cover and underlying leach material after cover system placement. Monitoring of the sensor nests continued for 11 years. Data indicates that the cover is performing well, limiting net percolation to less than 1 % of annual precipitation. The AA Leach Pad is the first large-scale closed mine waste facility that has been robustly monitored for a relatively long time in Nevada, USA. The results provide an understanding of ET cover system performance for closure of mine waste facilities and offer guidance for ET cover system requirements in other arid regions.

Zusammenfassung

Das AA Leach Pad der Barrick Goldstrike Mine wurde mit Hilfe eines Evapotranspirations (ET) Abdeckungssystems, welches die Niederschlagsinfiltration hemmt, saniert. Wassergehalts- und Matrixpotenzial-Messsensoren sind stationsweise in die Abdeckung und in das unterlagernde Laugungsmaterial installiert worden. Anhand von nunmehr 11-jährigen Zeitreihen ist die hohe Effizienz der Abdeckung, die weniger als 1 % des Jahresniederschlags versickern lässt, zu erkennen. Das AA Leach Pad ist als erste großflächige Bergbau-Abfallanlage in Nevada (USA) mit solchen robusten und langfristig laufenden Messsystemen beobachtet worden. Die Ergebnisse geben verallgemeinerungsfähige Hinweise für die Konstruktion von ET Abdeckungssystem nach dem Stilllegen bergbaulicher Anlagen. Sie können als Anleitung für grundlegende Anforderungen an ET-Abdeckungssysteme in ariden Gebieten genutzt werden.

Resumen

La plataforma de lixiviación AA en la mina Barrick Goldstrike fue mejorada usando una cobertura de evapotranspiración (ET) para limitar la infiltración de la precipitación. Sensores de contenido de agua fueron instalados en la cobertura y debajo del material de lixiviación después de la ubicación del sistema de cobertura. El monitoreo de los sensores continuó por 11 años. Los datos indican que el comportamiento de la cobertura es adecuado y limita la percolación neta a menos del 1 % de la precipitación anual. La plataforma de lixiviación AA es la primera a gran escala que ha sido monitoreada por un tiempo relativamente largo en Nevada, USA. Los resultados proporcionan una comprensión del desempeño de este sistema de cobertura para los residuos en el cierre de minas y ofrece una guía sobre los requerimientos necesarios para este tipo de coberturas en otras regiones áridas.

抽象

Barrick Goldstrike矿AA浸出垫复垦采用了腾发罩设计,以限制降水下渗。在铺设腾发罩之后,腾发罩内和浸出材料之下都安装了含水量和基质势传感器。传感器系统已持续监测11年。监测数据表明,腾发罩运行良好,成功地将净入渗量限制在小于年降雨量1 %以内。AA浸出垫是美国内华达州首个大规模封闭式矿废物处理工程,已成功监测运行较长时间。本成果为矿山废物封闭式处理利用腾发罩系统和其他干旱地区设计腾发罩系统提供成功经验与指导。

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References

  • Benson CH, Albright WH, Fratta DO, Tinjum JM, Kucukkira E, Lee SH, Scalia J, Schilicht PD, Wang X (2011) Engineered cover for waste containment: changes in engineering properties and implications for long-term performance assessment. Nuclear Regulatory Commission Report NUREG/CR-7028

  • Buckingham E (1907) Studies on the movement of soil moisture. Bureau of Soils Bull 38. US Dept of Agriculture, Washington DC, USA

  • Flint AL, Flint LE (2007) Application of the basin characterization model to estimate in-place recharge and runoff potential in the basin and range carbonate-rock aquifer system, White Pine County, Nevada, and adjacent areas in Nevada and Utah. USGS Scientific Investigation Report 2007–5099, Washington DC, USA

  • Geo-Analysis 2000 Ltd (1997) SoilCover user’s manual version 4.01. Department of Civil Engineering, University of Saskatchewan, Saskatoon, Canada

  • Mualem Y (1976) A new model for predicting the hydraulic conductivity of unsaturated porous pedia. Water Resour Res 12:513–522

    Article  Google Scholar 

  • Myers KL, Espell R, Burke K (2001) Reclamation and closure of the AA heap leach pad at Barrick’s Goldstrike mine. Trans Soc Min Metall Explor Inc 310:104–110

    Google Scholar 

  • Ross B (1990) The diversion capacity of capillary barriers. Water Resour Res 26:2625–2629

    Article  Google Scholar 

  • Scanlon BR, Langford RP, Goldsmith RS (1999) Relationship between geomorphic settings and unsaturated flow in an arid setting. Water Resour Res 35:983–999

    Article  Google Scholar 

  • Schoeneberger PJ, Wysocki DA, Benham EC, Broderson WD (eds) (2002) Field book for describing and sampling soils, version 2.0. Natural Resources Conservation Service, National Soil Survey Center, Lincoln

    Google Scholar 

  • Simunek J, Sejna M, van Genuchten M (1999) Simulating water flow and solute transport in two-dimensional variable saturated media, version 2.0. HYDRUS2D/MESHGEN2D. US Salinity Laboratory, Riverside

    Google Scholar 

  • van Genuchten M (1980) A closed form equation for predicting the hydraulic conductivity of unsaturated soils. Soil Sci Soc Am J 44:892–898

    Article  Google Scholar 

  • van Genuchten M, Leij FJ, Yates SR (1991) The RETC code for quantifying the hydraulic functions of unsaturated soils. US Environmental Protection Agency Report 600/2-91/065, Washington

    Google Scholar 

  • Wilson, GW (1990) Soil evaporative fluxes for geotechnical engineering problems. PhD Thesis, Univ of Saskatchewan, Saskatoon, SK, Canada

  • Wooding RA (1968) Steady infiltration from a shallow circular pond. Water Resour Res 4:1259–1273

    Article  Google Scholar 

  • Zhan G, Mayer A, McMullen J, Aubertin M (2000) Capillary cover design for a spent leach pad. In: Proceedings of the international symposium on hydrology and the environment, Wuhan, Hubei, China, pp 144–150

  • Zhan G, Mayer A, McMullen J, Aubertin M (2001a) Slope effect study on the capillary cover design for a spent leach pad. In: Proceedings of tails and mine waste’01, Colorado State University, Front Collins, CO, USA, pp 179–187

  • Zhan G, Aubertin M, Mayer A, Burke K, McMullen J (2001b) Capillary cover design for leach pad closure. Trans Soc Min Metall Explor Inc 310:104–110

    Google Scholar 

  • Zhan G, Schafer W, Milczarek M, Myers K, Giraudo J, Espell R (2006) The evolution of evapotranspiration cover system at Barrick Goldstrike Mines. In: Proceedings of the 7th international conference on acid rock drainage (ICARD), St. Louis, MO, USA, pp 2585–2603

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Acknowledgments

This paper was generated from the AA Leach Pad reclamation program of BGMI. The inputs from all team members are gratefully acknowledged. The authors thank Dr. Mark Ankeny from the Idaho National Laboratory, Mr. Steven Viert from Cedar Creek Associates, Dr. Dale Hammermeister from GeoSystem Analysis, Inc., Mr. Greg Newman from Newmans Geotechnique Inc., Ms. Mayana Kissiova from Golder, and Professor Michel Aubertin from École Polytechnique de Montréal for their valuable contributions to this project. Finally, special thanks to Barrick Gold Corporation for providing permission to publish this technical summary.

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Correspondence to Guosheng Zhan.

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Zhan, G., Keller, J., Milczarek, M. et al. 11 Years of Evapotranspiration Cover Performance at the AA Leach Pad at Barrick Goldstrike Mines. Mine Water Environ 33, 195–205 (2014). https://doi.org/10.1007/s10230-014-0268-6

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  • DOI: https://doi.org/10.1007/s10230-014-0268-6

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