Engineered river flow-through to improve mine pit lake and river values

2018 ◽  
Vol 640-641 ◽  
pp. 217-231 ◽  
Author(s):  
Cherie D. McCullough ◽  
Martin Schultze
2005 ◽  
Vol 39 (13) ◽  
pp. 3055-3061 ◽  
Author(s):  
Tarik C.E. Dessouki ◽  
Jeff J. Hudson ◽  
Brian R. Neal ◽  
Matthew J. Bogard
Keyword(s):  
Pit Lake ◽  

2008 ◽  
Vol 43 (2) ◽  
pp. 403-413 ◽  
Author(s):  
Sheree F. Balvert ◽  
Ian C. Duggan ◽  
Ian D. Hogg

2011 ◽  
Vol 37 (12) ◽  
pp. 1983-1989 ◽  
Author(s):  
Matthias Koschorreck ◽  
Bertram Boehrer ◽  
Kurt Friese ◽  
Walter Geller ◽  
Martin Schultze ◽  
...  

2015 ◽  
Vol 42 (1) ◽  
pp. 33-43 ◽  
Author(s):  
Roger Pieters ◽  
William Coedy ◽  
Ken I. Ashley ◽  
Gregory A. Lawrence

We describe the artificial circulation (destratification) of a pit lake at the Colomac mine site, 220 km north of Yellowknife, NWT, Canada. The pit lake, with a surface area of 17 ha and depth of 110 m, contained relatively saline water contaminated with the mining-related cyanide by-products, thiocyanate and ammonia. As a result of snow and ice melt, the pit lake was intermittently meromictic and cycling of contaminants through the oxygenated surface layer would have taken many years. To accelerate the oxidation process, the pit was artificially circulated using two air diffusers at a depth of 57 m. The pit lake was circulated during the open-water season, from 12 July 2006 for 57 days, and from 17 June 2007 for 89 days. After the first 12 h of operation of the circulation system, the top 37 m of the pit lake was mixed completely; after 34 h, the pit lake was mixed to the depth of the diffusers (57 m); and after approximately 6.5 days, the pit lake was mixed to the bottom. Upon complete mixing, the temperature and conductivity remained uniform during operation of the circulation system, and the concentration of oxygen in the deep water of the pit lake increased significantly. All thiocyanate was oxidized by the end of the first summer, producing ammonia that was depleted after the second summer of circulation.


2019 ◽  
Author(s):  
Brighid É Ó Dochartaigh ◽  
Alan M. MacDonald ◽  
Andrew R. Black ◽  
Jez Everest ◽  
Paul Wilson ◽  
...  

Abstract. Groundwater plays a significant role in glacial hydrology and can buffer changes to the timing and magnitude of meltwater flows. However, proglacial aquifer characteristics or groundwater dynamics in glacial catchments are rarely studied directly. We provide direct evidence of proglacial groundwater storage, and quantify multi-year groundwater-meltwater dynamics, through intensive and high resolution monitoring of the proglacial system of a rapidly retreating glacier, Virkisjökull, in SE Iceland. Proglacial unconsolidated glaciofluvial sediments comprise a highly permeable aquifer in which groundwater flow in the shallowest 20–40 m of the aquifer is equivalent to 4.5 % (2.6–5.8 %) of mean annual meltwater river flow, and 9.7 % (5.8–12.3 %) of winter flow. Groundwater flow through the entire aquifer thickness represents 9.8 % (3.6–21 %) of annual meltwater flow. Groundwater in the aquifer is actively recharged by local precipitation, both rainfall and snowmelt, and strongly influenced by individual precipitation events. Significant glacial meltwater influence on groundwater within the aquifer occurs in a 50–500 m river zone within which there are complex groundwater / meltwater exchanges. Stable isotopes, groundwater dynamics and temperature data demonstrate active recharge from river losses, especially in the summer melt season, with more than 25 % of groundwater in this part of the aquifer sourced from meltwater. Such proglacial aquifers are common globally, and future changes in glacier coverage and precipitation are likely to increase the significance of groundwater storage within them. The scale of proglacial groundwater flow and storage has important implications for measuring meltwater flux, for predicting future river flows, and for providing strategic water supplies in de-glaciating catchments.


2020 ◽  
Vol 39 (2) ◽  
pp. 173-194 ◽  
Author(s):  
Cherie D. McCullough ◽  
Jerry Vandenberg

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