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An unsaturated soil seepage analysis for design of a soil cover system to reduce oxidation of a mine tailings deposit

  • Baolin Wang
  • Len Murray
Conference paper
Part of the Springer Proceedings in Physics book series (SPPHY, volume 94)

Abstract

This paper presents a case history of an unsaturated soil seepage analysis for design of a soil cover system to promote saturation within a mine tailings deposit. A gold mine tailings facility in Canada is being closed. The tailings facility consists of perimeter dykes containing tailings with a pond in the central area and a tailings beach along one perimeter dyke. Water quality will be enhanced by reducing the volume of material exposed to oxidation along the tailings beach. An engineered soil cover was considered as an option to maintain tailings saturation and therefore reduce oxidation along the beach. Numerical analyses were conducted to estimate surface water infiltration rates and corresponding saturation and ground water elevations in the tailings. A one-dimensional finite element software, SoilCover, was used to simulate the beach surface infiltration with various cover options. The net infiltration rates obtained from the SoilCover model were then used as input parameters for a subsequent two-dimensional finite element seepage analysis. The 2-D seepage analysis was conducted using a computer software, Seep/W, to determine ground water level and seepage quantities. Transient state analyses were conducted to evaluate ground water levels in response to construction activities and weather condition changes. A practical cover option was selected based on the analysis results. The groundwater levels predicted in the beach and perimeter dyke agreed with the piezometer data, which confirmed the infiltration rate obtained from the SoilCover model and the results from the Seep/W model.

Keywords

Infiltration Rate Ground Water Level Seepage Analysis Water Infiltration Rate Cover Option 
These keywords were added by machine and not by the authors. This process is experimental and the keywords may be updated as the learning algorithm improves.

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References

  1. Bews, B.E., Barbour, S.L., and Wilson, G.W. (1994). Confidential report.Google Scholar
  2. Fredlund, DG and Rahardjo, H (1993). Soil Mechanics for Unsaturated Soils. John Wiley & Sons, New York, p31, 117.Google Scholar
  3. GeoAnalysis (2000). SoilCover Software User’s Manual. University of Saskatchewan, Saskatoon, Canada.Google Scholar
  4. Geo-Slope (2001). Seep/W Software Ver. 4.24 User’s Guide. Geo-Slope International Ltd., Calgary, Canada.Google Scholar
  5. SoilVision (2001), SoilVision Software User’s Guide, Version 3.0, 2nd Edition. SoilVision Systems Ltd., Saskatoon, Canada.Google Scholar

Copyright information

© Springer-Verlag Berlin Heidelberg 2005

Authors and Affiliations

  • Baolin Wang
    • 1
  • Len Murray
    • 2
  1. 1.Geological Survey of Canada, Natural Resources CanadaOttawa, OntarioCanada
  2. 2.Klohn-Crippen Consultants Ltd.VancouverCanada

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