development of an integrated tailings simulation model
TRANSCRIPT
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NSERC/COSIA Industrial Research Chair in
Oil Sands Tailings Geotechnique
Development of an integrated tailings simulation model using System
Dynamics and GoldSim
Tony Zheng
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• Introduction: System Dynamics and Causal
Loop Diagrams (CLD)
• Case Study: Soil Water Dynamics of Tailings Cap
- Part I: Modelling Process
- Part II: Results
• Concluding Remarks
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Agenda
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The Modelling Universe
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Finite Element
Finite Difference
GEOTECHNICAL ENGINEERING
SOCIAL-ECONOMIC , ENVIRONMENT AND BUSINESS
Discrete Element
System Dynamics- Global Rules- Global Dynamics
Discrete Event- Global Rules- Local Dynamics
Agent Based- Local Rules- Local Dynamics
Hybrid Models
System Dynamics + Finite Difference
Stochastic
Non-Linearity
MY THESIS(Bobashev, 2015)
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– Developed by Jay Forrester at MIT’s Sloan
Business School in the 50s:
To model complex inter-relationships between
elements within a system or multiple systems.
- Feedbacks, Feedbacks and Feedbacks
– Applications in Public Health, Management
Consulting, Water Resource Management,
Public Policy, International Relations, Defense
and Securities etc.
What is System Dynamics?
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System Dynamics Modelling Process
Mental Model (s)
System Dynamics and Causal Loop Diagrams (CLD)
Simple Model
Detailed Model
Amount of Time Spent in the Real World
DiagramsQualitative
Quantitative
Transition
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A Simple Example of Causal Loop Diagrams
6Modified from Sternman, 2000
R R: Reinforcing R
BB: Balancing
B
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A Simple Example of Causal Loop Diagrams
7Modified from Sternman, 2000
Population
BR
R
B
B
R
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A Simple Example of Causal Loop Diagrams
8 Modified from Sternman, 2000
Population ?
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Soil Water Dynamics of Tailings Cap
Part I: Model Building Process
Part II: Simulation and Analysis
Case Study
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Step 0 – Conceptualization
Coarse Sand Tailings Cap
Thickened Tailings
Evaporation
Run-Off
Precipitation
Upward Consolidation
Flux
3 m
50 m
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Step 1: Pick the Governing Equations
Van Ganutchen - Maulem (1980) ; Wilson et al (1997); Huang et al (2011)
Vol Water Content
Hydraulic Conductivity
Relative Saturation
Inter-Layer Transmission Rate
Evaporation-Suction Model
Actual Evaporation Rate
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Step 2: List relevant variables; identify the stock(s) and flows
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Step 3: Construct the preliminary CLD;Identify feedbacks; discuss and debate
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Step 4: Use the Bull’s Eye Diagram to identify the boundary of the model / system
EXOGENOUS
ENDOGENOUS
AE/PE Ratio
Suction Head
Vol Water Content
Unsat K
Water
Storage
PrecipitationPotential
Evaporation
Temperature
Void Ratio
Saturated K
Infiltration Rate
Rel Humidity
of Soil
Run-off
Thickness
Rel Humidity of Air
Consolidation Flux
EXCLUDEDSnowmeltVapour Transport
DiffusionFreeze/Thaw
OsmosisLateral
Flow
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Step 5: Build the partial CLD; add polarity signs and identify feedback structures
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Negative (Balancing) Loop
- Suction-Driven
- Dominates when
evaporation >
precipitation
Positive (Reinforcing) Loop
- Infiltration-Saturation Driven
- Dominates when
precipitation > evaporation
or when wetting front arrives
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Step 6: Transform CLDs into GoldSim
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Step 7: Validation
0
50
100
150
200
250
300
350
400
450
0 50 100 150 200 250 300 350 400So
il W
ater
Sto
rage
(m
m)
Time (days)
0
10
20
30
40
50
60
70
80
90
0 10 20 30 40 50 60 70
Ch
ange
in S
oil
Wat
er S
tora
ge (
mm
)
Time (Days)
Measured
GoldSim
Step 7: Run and validate simple models under a variety of conditions and different materials.
Dynamic Boundary Condition
Extreme Conditions
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Step 8: Visualization and User Interface
User Input Model Overview
Layer Setup
Real-Time Simulation Results
User sees what the
modeler sees
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Step 9: Go back to the Bull’s Eye Diagram if required as part of the iterative and participatory modelling process
Final Steps
Step 10: Parameter Estimation (Case Study)
Step 11: Simulation and Sensitivity Analysis (Case Study)
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Case Study
Soil Water Dynamics of Tailings Cap
Part I: Model Building Process
Part II: Simulation and Analysis
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Global Dynamics– Total Water Storage
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Vary Saturated Hydraulic Conductivity of CST
Initial SC of TT = 60%
10-Year
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Global Dynamics– Total Water Storage
Vary Initial SC of TTSame CST Ks in all scenarios
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Global Dynamics– Cumulative Runoff
What is the minimum initial SC of TT required to prevent consolidation release water from daylighting at the surface?
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Local Dynamics - Layer 4 (Depth: 52 cm)
Dashed Line: Higher KsSolid Line: Lower Ks
Arrival of Wetting Front
Un-Saturated Quasi-Saturated
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• Why System Dynamics?
– Feedback Structures
– Rigorous Qualitative Process
– Foster thinking and shared understanding
through participatory modelling exercises
– Ability to model soft variables
Concluding Remarks
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• Limitations
– Poor Capture of Spatial Variation
– Over-Simplification
– Over-Complexity
– Complacency?
Concluding Remarks
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Acknowledgements
- Dr Nicholas Beier
Software Support:
FSCA (Dr Silawat Jeeravipoolvarn)