Integrated waste and water management in mining and metallurgical industries

Extractive operations usually co-produce large quantities of unmarketable materials (mineral wastes), most of which are conventionally discarded to dumps (coarse material) and tailings ponds (fines). Escalating cost and regulation worldwide highlight an increasing need for reduction and re-use of such wastes. The present paper introduces a new integrated waste management scheme for solids and water. The scheme was exemplified by novel treatment of synthetic waste and process water linked to the biohydrometallurgical processing of metal sulphide flotation concentrates. Bioleaching of sulphide concentrate leads to two types of solid waste: a ferrihydrite/gypsum precipitate from neutralisation of the bioleach liquor and un-leached gangue. The paper indicates that, depending upon the minor components involved, the solid phases in admixture might be usefully distributed among three types of product: conventional underground backfill, cemented civil engineering backfill (particularly controlled low strength material or CLSM) and manufactured soil. It emphasizes CLSM containing simulated mineral waste, showing that such material can exhibit the required characteristics of strength, porosity and permeability. When toxic components, e.g., arsenic from refractory gold ore, are present, encapsulation will be required. Process water is typically recycled as far as possible, although any excess should be treated before re-use or discharge. The paper also highlights treatment by reverse osmosis (one of the few methods able to generally remove dissolved components), particularly showing that arsenic in oxidation state +6 can be readily removed for discharge (<50×10 −12 As), although additional ion exchange is needed for potable water (<10×10 −12 As).

[1]  A. Dudeney,et al.  Reverse osmosis removal of arsenic residues from bioleaching of refractory gold concentrates , 2008 .

[2]  A. S. Al-Harthy,et al.  An overview of waste materials recycling in the Sultanate of Oman , 2004 .

[3]  A. Al-Harthy,et al.  Effect of water quality on the strength of flowable fill mixtures , 2005 .

[4]  Bernd G. Lottermoser,et al.  Mine Wastes: Characterization, Treatment and Environmental Impacts , 2003 .

[5]  T. L. Taylor Sludge phyto-conditioning: low-technology enhanced treatment , 2004 .

[6]  M A Gabr,et al.  Controlled low-strength material using fly ash and AMD sludge. , 2000, Journal of hazardous materials.

[7]  Hung-Wan Chung Assessment and Classification of Damages in Reinforced Concrete Structures , 1994 .

[8]  N. Rajendran Controlled low strength materials (CLSM), reported by ACI Committee 229 , 1997 .

[9]  C. Cheeseman,et al.  Controlled low-strength materials containing waste precipitates from mineral processing , 2008 .

[10]  William D. Hoff,et al.  A high pressure permeameter for the measurement of liquid conductivity of porous construction materials , 1999 .

[11]  Kevin J. Folliard,et al.  Effects of Constituent Materials and Quantities on Water Demand and Compressive Strength of Controlled Low-Strength Material , 2002 .

[12]  M. C. Nataraja,et al.  Performance of industrial by-products in controlled low-strength materials (CLSM). , 2008, Waste management.

[13]  T. Naik,et al.  PERFORMANCE AND LEACHING ASSESSMENT OF FLOWABLE SLURRY , 2001 .

[14]  Bkc Chan,et al.  State-of-the-art of management of wastewater and tailings in processes relevant to BioMinE , 2008 .