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Effect of Dense Material Layers on Unsaturated Water Flow Inside a Large Waste Rock Pile: A Numerical Investigation

Numerische Untersuchungen zur Wirkung von verdichteten Lagen auf den ungesättigten Wasserfluss innerhalb von Abraumhalden

Efecto de capas de material denso sobre el flujo de agua insaturada dentro de una pila de residuo de roca: una investigación numérica

致密材料层对大型废石堆中非饱和水流的影响:数值模拟研究

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Abstract

The construction method used to build waste rock piles influences their internal structure. Commonly used methods typically lead to the creation of compacted material layers within otherwise loose, coarse-grained waste rock. These dense layers, which typically have a finer grain size, affect the movement and distribution of water inside the pile. Long-term numerical simulations of unsaturated flow in a large pile were conducted to investigate the effect of such layers. The simulations led to various observations that provide a better understanding of the hydrogeological behaviour of the modeled pile (based on an actual case). The results show how water distribution and seepage within the pile are influenced by the presence of these layers. Other factors, including the magnitude of precipitation (or recharge) and pile size, were also investigated. This article presents the main results of the simulations, with some comments on their practical implications for pile design.

Zusammenfassung

Die während des Aufbaus von Abraumhalden gewählte Schüttungsmethode hat Auswirkungen auf die interne Haldenstruktur. Übliche Schüttungsmethoden führen zur Ausbildung von kompaktierten Lagen innerhalb von locker gelagertem grobkörnigem Abraum. Die dichter gepackten Lagen sind normalerweise feinkörnig aufgebaut und beeinflussen die Sickerwasserbewegung und –verteilung innerhalb der Halde. Durch eine langzeitliche numerische Modellierung des ungesättigten Wassersflusses innerhalb von großen Abraumhalden (mit Bezug zu einem aktuellen Fallbeispiel) werden die Auswirkungen solcher verdichteten Lagen untersucht. Diese Modellierungen führen zu einer Vielzahl von Schlussfolgerungen, mit denen das hydrogeologische Regime innerhalb der untersuchten Halde besser beschrieben werden kann. Die Ergebnisse zeigen, wie die Wasserverteilung und die Sickerwasserbewegung innerhalb der Halde durch die Ausbildung verdichteter Lagen beeinflusst wird Andere Faktoren, wie z. B. die Niederschlagsmenge (und –neubildung) sowie die Haldengröße werden ebenfalls untersucht. In diesem Artikel werden die wesentlichen Ergebnisse der Modellierung aufgezeigt sowie Hinweise zur praktischen Umsetzung beim Haldenaufbau angegeben.

Resumen

El método de construcción utilizado para construir las pilas de residuos de roca influye en sus estructuras internas. Los métodos comúnmente usados implican la creación de capas de material compacto dentro de otras capas menos compactas de residuo de roca de grano grueso. Dichas capas densas que usualmente tienen un tamaño de grano más fino, afectan el movimiento y la distribución de agua dentro de la pila. Las simulaciones numéricas de flujo insaturado en una pila de gran tamaño han sido realizadas para investigar el efecto de tales capas. Las simulaciones condujeron a numerosas observaciones que proporcionan una mejor comprensión del comportamiento hidrogeológico de la pila modelada (basado sobre un caso real). Los resultados muestran que la distribución de agua y la filtración dentro de la pila están influidas por la presencia de estas capas. También fueron investigados otros factores, incluyendo la magnitud de precipitación (o recarga) y el tamaño de la pila. Este artículo presenta los principales resultados de las simulaciones con algunos comentarios sobre las implicancias prácticas para el diseño de pilas.

抽象

废石堆的堆建方式影响着它的内部结构。普通堆积方法常常在松散、粗粒的废石中形成夯实的致密层。致密层以细粒结构为特征,并影响着废石堆内部水分的运移和分布。本文通过大型废石堆中非饱和水流的长时段数值模拟研究了致密层的水文地质作用。该数值模拟使我们能够深入理解废石堆模型(基于实际废石堆建立)水文地质学特征。数值模拟结果展示了致密材料层如何影响废石堆中水分分布和渗流过程。同时,模拟研究了降水量(补给)和废石堆规模的影响。文章根据模拟结果提出了废石堆设计的实用意见。

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References

  • Andrina J (2009) Physical and geochemical behavior of mine rock stockpiles in high rainfall environments. PhD Thesis, Univ. of British Columbia, Vancouver, BC, Canada

  • Anterrieu O, Chouteau M, Aubertin M (2010) Geophysical characterization of the large-scale internal structure of a waste rock pile from a hard rock mine. Bull Geol Eng Environ 69(4):533–548

    Article  Google Scholar 

  • Aubertin M (2013) Waste rock disposal to improve the geotechnical and geochemical stability of piles. In: Proceedings of the world mining congress, Montreal, Canada (in press)

  • Aubertin M, Bussière B, Bernier L (2002a) Environnement et gestion des rejets miniers. Manual on CD-Rom, Presses Internationales Polytechnique, Montréal, QC, Canada

  • Aubertin M, Fala O, Bussière B, Martin V, Campos D, Gamache-Rochette A, Chouteau M, Chapuis RP (2002b) Analyse des écoulements de l’eau en conditions non saturées dans les haldes à stériles. In: Proceedings of the Symposium sur l’Environnement et les Mines, Rouyn-Noranda, CD-Rom, CIM, 13 p

  • Aubertin M, Fala O, Molson J, Gamache-Rochette A, Lahmira B, Martin V, Lefebvre R, Bussière B, Chapuis RP, Chouteau M, Wilson GW (2005) Évaluation du comportement hydrogéologique et géochimique des haldes à stériles. In: Proceedings of the Symposium sur l’Environnement et les Mines, Rouyn-Noranda, CD-Rom, CIM, 40 p

  • Aubertin M, Cifuentes E, Martin V, Apithy S, Bussière B, Molson J, Chapuis RP, Maqsoud A (2006) An investigation of factors that influence the water diversion capacity of inclined covers with capillary barrier effects. In: Miller GA, Zapata CE, Houston SL, Fredlund DG (eds) Proceedings of the 4th international conference on unsaturated soils. Carefree, Arizona, ASCE Geotech Special Publ, vol 147, pp 613–624

  • Aubertin M, Fala O, Molson J, Chouteau M, Anterrieu O, Hernandez MA, Chapuis PR, Bussière B, Lahmira B, Lefebvre R (2008) Caractérisation du comportement hydrogéologique et géochimique des haldes à stériles. In: Proceedings of the Symposium sur l’Environnement et les Mines, Rouyn-Noranda, CD-Rom, CIM, Montreal, 25 p

  • Aubertin M, Cifuentes E, Apithy S, Bussière B, Molson J, Chapuis RP (2009) Analyses of water diversion along inclined covers with capillary barrier effects. Can Geotech J 46:1146–1164

    Article  Google Scholar 

  • Broda S, Hirthe E, Blessent D, Aubertin M, Graf T (2013) Using random discrete fractures for representing preferential flow in waste rock piles with compacted layers. In: Proceedings of the GeoMontreal conference, CGS-IAH, Montreal, QC, Canada (in press)

  • Bussière B, Apithy SA, Aubertin M, Chapuis RP (2003) Diversion capacity of sloping covers with capillary barrier effects. In: Proceedings of the 56th annual Canadian geotechnical conference and 4th joint IAH-CNC and CGS groundwater specialty conference, Winnipeg, MB, Canada

  • Bussière B, Aubertin M, Zagury GJ, Potvin R, Benzaazoua M (2005) Principaux défis et pistes de solution pour la restauration des sites miniers abandonnés générateurs de drainage minier acide. In: Proceedings of the Symposium sur l’Environnement et les Mines, Rouyn-Noranda, CD-Rom, CIM, Montreal, 29 p

  • Bussière B, Demers I, Dawood I, Plante B, Aubertin M, Peregoedova A, Pepin G, Lessard G, Intissar R, Benzaazoua M, Molson JW, Chouteau M, Zagury GJ, Monzon M, Laflamme L (2011) Comportement géochimique et hydrogéologique des stériles de la mine Lac Tio. In: Proceedings of the Symposium sur l’Environnement et les Mines, Rouyn-Noranda, CD-Rom, CIM, Montreal, 26 p

  • Chapuis RP, Chenaf D, Bussière B, Aubertin M, Crespo R (2001) A user’s assessment method of numerical codes for saturated and unsaturated seepage conditions. Can Geotech J 38(5):1113–1126

    Article  Google Scholar 

  • Dawood I, Aubertin M (2012) Influence of internal layers on water flow inside a large waste rock pile. Technical Report: EPM-RT-2012-01, École Polytechnique de Montréal, QC, Canada. http://www.polymtl.ca/biblio/epmrt/rapports/rt2012-01.pdf

  • Dawood I, Aubertin M, Intissar R, Chouteau M (2011) A combined hydrogeological–geophysical approach to evaluate unsaturated flow in a large waste rock pile. In: Proceedings of the 14th Pan-American conference on soil mechanics and geotechnical engineering (PCSMGE), 64th Canadian geotechnical conference (CGC), and 5th Pan-American conference on teaching and learning of geotechnical engineering (PCTLGE), Toronto, ON, Canada, p 8

  • Dexter AR (1993) Heterogeneity of unsaturated, gravitational flow of water through beds of large particles. Water Resour Res 29(6):1859–1862

    Article  Google Scholar 

  • Eriksson N, Gupta A, Destouni G (1997) Comparative analysis of laboratory and field tracer tests for investigating preferential flow and transport in mining waste rock. J Hydrol 194:143–163

    Article  Google Scholar 

  • Fala O (2008) Analyse des conditions d’écoulement non saturé dans les haldes à stériles. PhD Thesis, Mineral Engineering. École Polytechnique de Montréal, QC, Canada

  • Fala O, Aubertin M, Molson JW, Bussière B, Wilson GW, Chapuis RP, Martin V (2003) Numerical modeling of unsaturated flow in uniform and heterogeneous waste rock pile. In: Proceedings of the 6th international conference on acid rock drainage (ICARD), Cairns, Australia, pp 895–902

  • Fala O, Molson JW, Aubertin M, Bussière B (2005) Numerical modelling of flow and capillary barrier effects in unsaturated waste rock piles. Mine Water Environ 24(4):172–185

    Article  Google Scholar 

  • Fala O, Molson J, Aubertin M, Bussière B, Chapuis RP (2006) Numerical simulations of long term unsaturated flow and acid mine drainage at waste rock piles. In: Barnhisel RI (ed) Proceedings of the 7th ICARD, American Soc of Mining and Reclamation, pp 582–597

  • Fala O, Aubertin M, Bussière B, Chapuis R, Molson J (2008) Stochastic numerical simulations of long term unsaturated flow in waste rock piles. In: Proceedings of the 61st Canadian geotechnical conference and 9th joint CSG/IAH-CNC groundwater conference, Edmonton, Canadian Geotechnical Soc, International Assoc of Hydrogeologists-CNC, Geotechnical Soc of Edmonton, AB, Canada, pp 1492–1498

  • Fala O, Molson J, Aubertin M, Dawood I, Bussière B, Chapuis R (2012) A numerical modelling approach to assess long term unsaturated flow and geochemical transport in a waste rock pile. Int J Min Reclam Environ: 1–18. doi:10.1080/17480930.2011.644473

  • Fredlund DG, Rahardjo H (1993) Soil mechanics for unsaturated soils. Wiley, NY

    Book  Google Scholar 

  • Fredlund DG, Rahardjo H, Fredlund MD (2012) Unsaturated soils in engineering practice. Wiley, Hoboken

    Book  Google Scholar 

  • Lefebvre R, Hockley D, Smolensky J, Lamontagne A (2001) Multiphase transfer processes in waste rock pile producing acid mine drainage, 2: applications of numerical simulations. J Contam Hydrol 52(1–4):165–186

    Article  Google Scholar 

  • Li B, Garga VK, Davies M (1998) Relationships for non-Darcy flow in rockfill. J Hydraul Eng ASCE 124(2):206–212

    Article  Google Scholar 

  • Lu N, Likos WJ (2004) Unsaturated soil mechanics. Wiley, Hoboken

    Google Scholar 

  • Martin V, Aubertin M, Zhang G, Bussière B, Chapuis RP (2005) An investigation into the hydrological behaviour of exposed and covered waste rock dumps. SME Trans 318:139–146

    Google Scholar 

  • Molson JW, Fala O, Aubertin M, Bussière B (2005) Numerical simulations of pyrite oxidation and acid mine drainage in unsaturated waste rock piles. J Contam Hydrol 78(4):343–371

    Article  Google Scholar 

  • Morin KA, Gerencher E, Jones CE, Konasewich DE (1991) Critical literature review of acid drainage from waste rock. MEND Report 1.11.1, Ottawa, ON, Canada

  • Mualem Y (1976) A new model for predicting the hydraulic conductivity of unsaturated porous media. J Water Resour Res 12(3):513–522

    Article  Google Scholar 

  • Nichol C, Smith L, Beckie R (2005) Field-scale experiments of unsaturated flow and solute transport in a heterogeneous porous medium. Water Resour Res 41:1–11

    Google Scholar 

  • Richards LA (1931) Capillary conduction of liquids through porous mediums. J Phys 1:318–333

    Google Scholar 

  • Ritchie AIM (2003) Oxidation and gas transport in pile of sulfidic material. In: Jambor J, Blows D, Ritchie A (eds) Short course series, vol 31, environmental aspects of mine wastes, mineralogical association of Canada, Vancover, BC, Canada, pp 73–94

  • Šimǔnek J, Šejna M, Van Genuchten TM (1999) The HYDRUS-2D software package for simulating the two dimensional movement of water, heat, and multiple solutes in variably-saturated media. Ver 2.0, US Salinity Laboratory, USDA ARS, Riverside, CA, USA

  • Smith L, Beckie R (2003) Hydrologic and geochemical transport processes in mine waste rock. In: Jambor J, Blows D, Ritchie A (eds) Short course series, vol 31, environmental aspects of mine wastes, mineralogical association of Canada, Vancover, BC, Canada, pp 51–72

  • Smith L, Lòpez DL, Beckie R, Morin K, Dawson R, Price W (1995) Hydrogeology of waste rock dumps, Final Report to Natural Resources Canada, Contract 23440-4-1317/01-SQ, MEND Report PA-1, Natural Resources Canada, Ottawa, ON, Canada

  • Sracek O, Choquette M, Gelinas P, Lefebvre R, Nicholson RV (2004) Geochemical characterization of acid mine drainage from a waste rock pile, Mine Doyon, Québec, Canada. J Contam Hydrol 69(1–2):45–71

    Article  Google Scholar 

  • Stantec Consulting Ltd (2004) Priority assessment of metal leaching in neutral drainage. Draft report submitted to MEND Initiative, CANMET (Ref. 631-22996), Ottawa, ON, Canada

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

    Article  Google Scholar 

  • Wels C, Lefebvre R, Robertson AM (2003) An overview of prediction and control of air flow in acid-generating waste rock dumps. In: Proceedings of the 6th ICARD, Cairns, QD, Australia, pp 639–650

  • Williams DJ, Rohde TK (2007) Strategies for reducing seepage from surface waste rock pile during operation and post-closure. In: Proceeding of the 2nd international Sem of mine closure, pp 533–542

  • Williams DJ, Scott P, Johnston D, Lee G (2008) Rock dump design to limit potential acid drainage. In: Fourie A (ed) Rock dumps, ACG, Perth, WA, Australia, pp 207–218

  • Wilson JA, Wilson GW, Fredlund DG (2000) Numerical modeling of vertical and inclined waste rock layers. In: Proceedings of the 5th ICARD, Soc Mining, Metallurgy & Exploration Inc. (SME), Denver, CO, USA, pp 257–266

  • Zhan JG (2000) Experimental and theoretical studies on leach pad hydraulics and transport behavior during rinsing. PhD Thesis, University of Nevada, Reno, NV, USA

  • Zhan JG, Aubertin M, Mayer A, Burke K, McMullen J (2001) Capillary cover design for leach pad closure. SME Trans 310:104–110

    Google Scholar 

Download references

Acknowledgments

The authors received financial support from the Industrial NSERC Polytechnique-UQAT Chair on Environment and Mine Wastes Management and from the Institut de recherche Robert-Sauvé en santé et en sécurité du travail (IRSST). This work continues as part of the research program of the newly created Research Institute on Mines and the Environment (RIME UQAT-Polytechnique).

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Correspondence to Ihssan Dawood.

Electronic supplementary material

Below is the link to the electronic supplementary material.

Table 3 (supplemental file): Comparison between simulations S4, S5, and S6 (velocities are in cm/hr) (PDF 12 kb)

10230_2013_251_MOESM2_ESM.pdf

Table 4 (supplemental file): Relative error (%) of the water mass balance for all simulations (S1 to S11) at different times (PDF 5 kb)

Figure I (supplemental file): An example of a finite element mesh (PDF 929 kb)

10230_2013_251_MOESM4_ESM.pdf

Figure II (supplemental file): Water retention curves and hydrulic conductivity functions for the sandy (SBL), silty (STL), and gravelly (GRV) materials; the k values are expressed in cm/s. (PDF 14 kb)

Supplementary material 5 (PDF 19 kb)

10230_2013_251_MOESM6_ESM.pdf

Figure III (supplemental file): Contours of (A) the volumetric water contents and (B) velocity, cm/hr, for simulation S3 at the end of December of the 10th year; one sand layer is added on top of the pile (PDF 1,398 kb)

Supplementary material 7 (PDF 1,797 kb)

10230_2013_251_MOESM8_ESM.pdf

Figure IV (supplemental file): Contours of (A) the volumetric water contents and (B) velocity, cm/hr, for simulation S5 at the end of December of the 10th year; four sand layers are added on top and inside the pile (PDF 2,447 kb)

Supplementary material 9 (PDF 2,270 kb)

10230_2013_251_MOESM10_ESM.pdf

Figure V (supplemental file): Contours of (A) the volumetric water contents and (B) velocity, cm/hr, for simulation S9 at the end of December of the 10th year; the two silt layers added on top and at mid-height of the pile and inclined at 10 % (PDF 946 kb)

Supplementary material 11 (PDF 1,186 kb)

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Dawood, I., Aubertin, M. Effect of Dense Material Layers on Unsaturated Water Flow Inside a Large Waste Rock Pile: A Numerical Investigation. Mine Water Environ 33, 24–38 (2014). https://doi.org/10.1007/s10230-013-0251-7

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