MINEWALL
2.0 - APPLICATION TO THREE MINE SITES
Mine Environment Neutral Drainage at CANMET-MMSL |
MEND Project 1.15.2c
September 1995
EXECUTIVE
SUMMARY
Minesites can
consist of many components including the mine itself (pits and underground
workings), tailings impoundments, waste-rock dumps, ore stockpiles,
plantsites, building foundations, and roads. Any component can affect
the chemistry of water flowing over, or through, it by various geochemical
processes. These processes include the leaching of metals and nonmetals
at neutral, acidic, and alkaline pH and the oxidation of sulfide
minerals.
Case studies
of water chemistry and geochemical processes in tailings impoundments
are generally available (e.g., Jambor and Blowes, 1994). Similar
studies for mine-rock piles including roads and foundations are
less common, but still available (e.g., Morin et al., 1991). However,
geochemical investigations of pits and underground workings ("mines")
are rarer.
In order to
better understand and predict water chemistry in and around mines
in Canada, the Canadian Mine Environment Neutral Drainage (MEND)
Program and the British Columbia Acid Mine Drainage Task Force sponsored
a project now known as MINEWALL 1.0 (Morin, 1990). That study involved
(1) a literature review, (2) a one-time geochemical assessment of
the Main Zone Pit at Equity Silver Mines (British Columbia), (3)
the development of a rudimentary site-specific computer program
for predicting pit-water chemistry (MINEWALL 1.0), and (4) recommendations
for conducting pit-water assessments.
MEND and the
Task Force decided to expand and refine MINEWALL, leading to MINEWALL
Version 2.0. This is one of four reports describing MINEWALL 2.0,
which is both a simple technique for predicting water chemistry
in mines and a computer program to assist with predictions for complex
scenarios. MINEWALL 2.0 is based on literature reviews of relevant
theory, testwork, and past studies, some over 30 years old (summarized
in Morth et al., 1972). As a result, the technique and program were
designed to be flexible and widely adaptable to many site-specific
conditions.
The following
sections of this report present the results of simulating three
mines with MINEWALL 2.0. Because MINEWALL is a relatively new technique,
not all required information was available for the simulations (Appendix
A), but company reports have provided much of the input data. Other
input values were estimated or obtained by fitting monitoring data
to simulations of current conditions. As a result, this report also
illustrates the importance of various input data and the strengths
and weaknesses of the MINEWALL 2.0 computer program.
In addition
to this Application report, there are three other related reports.
The first is a User's Manual for the computer program. This Application
supplements that document by illustrating the use of the program
and input data. However, this report is not a substitute for the
User's Manual and the reader should be familiar with it before proceeding.
The second
related report is the Programmer's Notes and Source Code. That document
discusses some of the more technical aspects of MINEWALL's programming
and contains a listing of MINEWALL 2.0's roughly 24,000 lines of
code. The third related report is the Literature Review and Conceptual
Models which presents the conceptual models and case studies on
which the design of MINEWALL 2.0 was based.
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