Title: TAILING%20DAMS%20RISK%20ANALYSIS%20AND%20MANAGMENT
1TAILING DAMSRISK ANALYSIS AND MANAGMENT
- Pavel Danihelka
- Eva Cervenanová
2CONTENT
- Examples of historical accidents
- Introduction to risk theory
- Risk analysis principles
- Basics of application of risk analysis to tailing
dams safety - Conclusion
3EXAMPLES OF HISTORICAL ACCIDENTS
- At least 221 serious tailing dams accidents
reported by UNEP
Mine name/ Location Incident Date Impact
Baia Mare, Romania 30.01.2000 100,000 m3 cyanide contaminated water with some tailings released
Baia Borsa, Romania 10.03.2000 22,000 t of tailings contaminated by heavy metals released
Merriespruit, South Africa 22.02.1994 17 deaths, 500,000 m3 slurry flowed 2 km
http//www.mineralresourcesforum.org/docs/pdfs/B
ulletin121.PDF
4Major tailing dams review cont.
Mine name/ Location Incident Date Impact
Buffalo Creek, USA 26.02.1972 125 deaths, 500 homes destroyed
Mufilira, Zambia 25.09.1970 89 deaths, 68,000 m3 into mine workings
Omai, Guyana 19.08.1995 4.2 million m3 cyanide slurry released
Placer, Philippines 02.09.1995 12 deaths, 50,000 m3 released
Los Frailes, Spain 24.04.1998 released 4-5 million cubic meters of toxic tailings slurries
Stava, Italy 19.07.1985 269 deaths, tailings flowed up to 8 km
Aitik mine, Sweden 09.08.2000 1.8 million m3 water released
5History of major tailing dams accidents
Source ICOLD Bulletin 121
6BAIA MARE
Case study
January 30, 2000 in Baia Mare (Romania) the
biggest freshwater disaster in Central and
Eastern Europe. Nearly 100,000 m3 of cyanide and
heavy metal-contamined liquid spilled into the
Lupus stream, reaching the Szamos, Tisza, and
finally Danube rivers and killing hundreds of
tones of fish and poisoning the drinking water of
more than 2 million people in Hungary.
7LOS FRAILES
April 25, 1998 tailings dam failure of the Los
Frailes lead-zinc mine at Aznalcóllar near
Seville, Spain, released 4-5 million cubic
meters of toxic tailings slurries and liquid into
nearby Río Agrio, a tributary to Río Guadiamar.
The slurry wave covered several thousand
hectares of farmland, and it threatens the Doñana
National Park, a UN World Heritage Area.
8STAVA
On July 19, 1985, a fluorite tailings dam of
Prealpi Mineraia failed at Stava, Trento, Italy.
200,000 m3 of tailings flowed 4.2 km downstream
at a speed of up to 90 km/h, killing 268 people
and destroying 62 buildings. The total surface
area affected was 43.5 hectares.
9AITIK
On September 8, 2000, the tailings dam of
Boliden's Aitik copper mine near Gällivare in
northern Sweden failed over a length of 120
meters. This resulted in the spill of 2.5 million
cubic meters of liquid into an adjacent settling
pond. Boliden subsequently released 1.5 million
cubic meters of water from the settling pond into
the environment to secure the stability of the
settling pond.
10VARIABILITY OF CAUSES OF ACCIDENT
- Inadequate management
- Lack of control of hydrological system
- Error in site selection and investigation
- Unsatisfactory foundation, lack of stability of
downstream slope - Seepage
- Overtoping
- Earthquake
MAIN ROOT CAUSE RISK ANALYSIS AND MANAGEMENT
NEGLECTED
11Distribution of causes of tailing dams accidents
Source ICOLD Bulletin 121
12VARIABILITY OF CONSEQUENCES
- Flooding, wave of slurry
- Contamination of surface water, living organisms
(biota), intoxication - Drinking and irrigation water contamination
(surface) - Drinking and irrigation water (underground)
contamination - Soil contamination
- As consequence of 2),3),4)ad.5 Food chain
contamination
FREQUENTLY TRANSBOUNDARY EFFECT
13Conclusion
- Tailing dam is a risky installation able to cause
major accident and so we have to treat it as
major risk
142. INTRODUCTION TO RISK THEORY
- Definition of
- Hazard
- Risk
- Risk and its quantification (measurement)
- Principles of risk reduction/management
15DEFINITION OF TERMS
SOURCE OF DANGER POTENTIAL TO CAUSE DAMAGE
16RISK PROBABILITY x GRAVITY OF ACCIDENT (EVENT)
17RISK
DANGEROUSITY IDENTICAL
RISK DIFFERENT
DIFFERENCE MANAGEMENT OF RISK
18FLUX OF DANGER
DOMINO EFFECT
CATASTROPHE
Example Stava accident
19- Targets system
- Population around tailings dam
- Environment
- Surface water
- Underground water
- Soil
- Living organisms
- Material and financial losses (direct)
- Functioning of enterprise (including indirect
losses)
- Flux of danger
- Movement of material
- Flux of energy
- Flux of information
20- Sources of danger
- Having potential (energy) to cause damage
- Having potential to weaken structure, resistance,
resilience of our system (tailing dam and its
environment) - Direct to dam stability
- Indirect including human error
- To consequences
21QUANTIFICATION OF RISK
A banal case B frequent accident with low
consequences (minor injury, small contamination,
...) C disaster with high probability (walking
in minefield) D disaster with low probability
(nuclear power plant, major incident)
PROBABILITY
GRAVITY
22NON ACCEPTABLE
PROBABILITY
ACTION NECESSARY
ACCEPTABLE
RISK MITIGATION
ACTION VOLUNTARY
CONDITIONALLY ACCEPTABLE
GRAVITY
23ACCEPTABILITY OF RISK
- Decision is socio-politic, not scientific
- Decision should include all stakeholders
- All types of risk should be evaluation together
24How to decrease risk?
25RISK ANALYSIS PROCESS
26SOURCES OF DANGER
- Direct to dam stability
- Active environment (rain, snow, freeze)
- Earthquake
- Geological conditions
- Domino effect
- Indirect to dam (including human error)
- Wrong conception
- Construction failure
- Material failure
- Bad maintenance
- Lack of control
- To consequence
- Water and sludge movement
- Mechanical contamination by solid particles
- Chemical toxicity / ecotoxicity
- Radioactivity
27SCENARIO PROPOSAL
- All plausible scenario should be involved in
preliminary conspiration - All stages of life-time must be considered
- Those having minor impact omitted
- Similar combined to groups
- Described as combination of events in time
- Finally, we are able to compare limited number of
scenarios only
28TOOLS HELPING TO DEFINE SCENARIO
- Examples of past accidents
- Near-misses and accidents on site
- Control list
- WHAT-IF
- ETA
- FTA
- AMDEC
- FMEA
- HAZOP
- Etc.
29Past accidents analysis
- In site during all life of it
- In similar places you operate, including
near-misses. Mind the necessity of reporting. - In mine industry generally
- TAILINGS DAMS, RISK OF DANGEROUS OCCURRENCES,
Lessons learnt from practical experiences, ICOLD-
UNEP 2001, Bulletin 121, ISSN 0534-8293 - APELL for Mining Guidance for the Mining
Industry in Raising Awareness and Preparedness
for Emergencies at Local Level, Technical report
No. 41, UN Publications 2001, ISBN 92-807-2035
30SCENARIO DESCRIPTION
EACH SCENARIO NUMBERED
31RISK ASSESMENT
- FREQUENCY x CONSEQUENCES (IMPACT)
- FREQUENCY
- From past accidents (high degree of uncertainty)
- From initial events frequency and FTA by boolean
algebra - Avoid omitting of low frequency events (not to
limit only to 100-year water or earthquake) - Human factor extremely important
32Frequency of 100 year flooding
33One mythusWe operate it long time without
accident, so safety is prooved
34- CONSEQUENCES
- Consequences to human lives, health and well
being. Evaluation of consequences with
stakeholders necessary - Direct costs (remediation, compensation, ...)
- Social disturbance
- Consequence to environment short time and long
time impacts - Economical consequences and operability
- Indirect costs
35Costs of Failure
- Physical failure recent large failures 30 to
100 million in direct costs - Environmental failure some recent clean-up
liabilities to several 100s of millions - Closure liability some recent examples in 500
milon to 4 billion range - Industry/investor impacts Shareholder value
losses and industry imposed constraints and costs
amounting to many billions of dollars
36- CONSEQUENCES II
- The scales of consequences should be defined
before analysis is done (4-6 grades) - All possible targets should have the same scales
of consequences (e.g. Grade X is comparable in
all target systems) - The most serious consequence is selected
- Internal values of society/enterprise become to
be clarified
37Severity of impact an example (source
Robertson GeoConsultants Inc.)
38RISK ASSESSMENT
- Following frequency and gravity, scenarios are
put to the risk matrix
PROBABILITY
GRAVITY
39GOALS SETTING Non-axeptable (red zone)
scenarios immediate action Conditionally
acceptable (yellow zone) scenatios action
envisaged
PROBABILITY
1
5
2
7
GRAVITY
40BARIERS OF PREVENTION / PROTECTION
BARRIER
BARRIER
BARRIER
REMOTION OF SOURCE
PROTECTION OF TARGET
BARRIER OF FLUX DOMINO EFFECT
CATASTROPHE
41SAFETY MANAGEMENT
- Prevention part (even three part of bow-tie
diagram) - Emergency preparedness
42NEAR MISSES HUNTING FOR DEVIATIONS
ELIMINATED
CATASTROPHE
BIG ACCIDENTS / LOSSES
SMALL ACCIDENTS/ LOSSES
DEVIATIONS
43Emergency preparedness
- Preparedness to accident, even with low
probability - Training and not only desktop one
- Information of all potentially involved
- Crisis management including training
- Open and honest communication with
municipalities, emergency response teams,
government bodies (inspection) - Communication with media
44RECOMMENDATIONS
- 1) Detailed site investigation by experienced
geologists and geotechnical engineers to
determine possible potential for failure, with in
situ and laboratory testing to determine the
properties of the foundation materials. - 2) Application of state of the art procedures for
design. - 3) Expert construction supervision and
inspection. - 4) Laboratory testing for as built conditions.
- 5) Routine monitoring.
- 6) Safety evaluation for observed conditions
including as built geometry, materials and
shearing resistance. Observations and effects of
piezometric conditions. - 7) Dam break studies.
- 8) Contingency plans.
- 9) Periodic safety audits
45And something for thinking
46DO WE REALLY NEED ACCIDENT PREVENTION?
- You've carefully thought out all the angles.
- You've done it a thousand times.
- It comes naturally to you.
- You know what you're doing, its what you've been
trained to do your whole life. - Nothing could possibly go wrong, right ?
-
47THINK AGAIN!
48THINK AGAIN!
49- Thank you for your attention !