29.10.2015 Views

Abstracts

IAH_CNC_WEB2

IAH_CNC_WEB2

SHOW MORE
SHOW LESS

You also want an ePaper? Increase the reach of your titles

YUMPU automatically turns print PDFs into web optimized ePapers that Google loves.

The open pit mining of coal results in the formation of new landforms constructed from<br />

waste rock. Rock drains, either constructed or formed during dumping by natural segregation,<br />

underlie some of these landforms. Constructed rock drains are often designed to convey<br />

surface water from higher in the watershed through the waste rock dumps. Rock drains also<br />

collect water moving through the waste rock and convey it to adjacent surface and ground<br />

water. Long-term monitoring of the chemistry of water conveyed by rock drains provides<br />

an opportunity to characterize the rates of flushing of these constituents through the waste<br />

rock piles. In this study, a conceptual model for the long-term release of nitrate (NO 3<br />

), selenium<br />

(Se), and sulfate (SO 4<br />

) from coal waste rock piles is developed and used to interpret<br />

monitoring data from eleven rock drains of varying ages in the Elk Valley, British Columbia.<br />

The hypothesis of the conceptual model is that the flushing of the first pore volume of water<br />

within the waste rock can be characterized by NO 3<br />

release. The NO 3<br />

is derived from blasting<br />

and is considered to be a conservative species. The first pore volume will also contain SO 4<br />

and<br />

Se generated by oxidation of waste rock during blasting and pile construction. Post-depositional<br />

oxidation and production of SO 4<br />

and Se are identified by the evolution of the effluent<br />

signature from an initial SO 4<br />

/NO 3<br />

ratio, representative of the initial pore fluid at deposition,<br />

to an increasing SO 4<br />

/NO 3<br />

ratio as the initial pore volume is released and Se and SO 4<br />

are<br />

produced by oxidation. This hypothesis is tested by interpreting the patterns of NO 3<br />

, SO 4<br />

,<br />

and Se release as described by SO 4<br />

/ NO 3<br />

and Se/SO 4<br />

ratios. In cases where upstream sources<br />

are contributing to the observed flow and concentrations within the rock drain, an attempt<br />

is made to correct the monitoring data so that it represents only the contribution from the<br />

waste rock overlying the rock drain. The concentrations of NO 3<br />

and SO 4<br />

were found to<br />

correspond to differences in the chronology of waste rock placement, while the Se/SO 4<br />

ratios<br />

were relatively constant and consistent with ratios associated with oxidation. A model of the<br />

evolution of the effluent chemistry was developed using a system dynamics model comprised<br />

of stocks (water storage) and flows (flushing) within blocks of waste rock placed at various<br />

times within a watershed. The model illustrates how stored water volumes, rates of flushing,<br />

production rates, dump chronology, and, where applicable, upstream sources control the<br />

evolution of rock drain chemistry over time. The goal of this work is to develop methods of<br />

evaluating the impact that various dump designs might have on the timing and magnitude<br />

of NO 3<br />

, Se, and SO 4<br />

releases.<br />

110 - Characterisation of physical mass transport through oil<br />

sands fluid fine tailings in an end pit lake: a multi-tracer study<br />

Kathryn Dompierre & Lee Barbour<br />

Department of Civil and Geological Engineering - University of Saskatchewan, Saskatoon,<br />

Saskatchewan, Canada<br />

The first end pit lake in the Athabasca oil sands region has been developed by Syncrude<br />

Canada Ltd. as part of their closure design for the Mildred Lake Mine site, 40 km north of<br />

Fort McMurray. The end pit lake, referred to as Base Mine Lake, was constructed within a<br />

mined-out pit, and incorporates 186 Mm 3 of fluid fine tailings (FFT) below an 8 m water<br />

cap. Fluid fine tailings are a dense fluid with dispersed, suspended solids, residual bitumen<br />

and elevated TDS (Siddique et al., 2007). Chemical constituents of concern may move<br />

IAH-CNC 2015 WATERLOO CONFERENCE<br />

119

Hooray! Your file is uploaded and ready to be published.

Saved successfully!

Ooh no, something went wrong!