Gray box modelling of MSW biodegradation
Revealing its dominant (bio)chemical mechanismAndré G. van Turnhout1,Timo J. Heimovaara1
Robbert Kleerebezem2
1Department of Geosciences and Engineering
Delft University of Technology
2Department of Biotechnology
Delft University of Technology
14th International Waste Management and Landfill Symposium, Sardinia 2013
Outline
1 Motivation
Control and Prediction of Emission Potential
2 Landfill Simulator Data
Experiments carried out by Roberto Valencia
3 Biogeochemical Process Model
Gray box approach
Model Verification: Literature parameter ranges and Bayesian Inference using measured data
4 Results
Model fit and parameter distributions
5 Conclusion
Outline
1 Motivation
Control and Prediction of Emission Potential
2 Landfill Simulator Data
Experiments carried out by Roberto Valencia
3 Biogeochemical Process Model
Gray box approach
Model Verification: Literature parameter ranges and Bayesian Inference using measured data
4 Results
Model fit and parameter distributions
5 Conclusion
Release from Aftercare: Emission Potential
Three pilot projects for Landfill Stabilization in the Netherlands.
I leachate recirculation;
I landfill Aeration.
Aim is to reduce Emission Potential to such a level that leachate and gas no longer pose a threat.
I concentration of potential contaminants in waste body;
I leaching process ;
I occurrence of preferential flow.
0 10 20 30 40 50 0 500 1000 1500 2000 2500 3000 3500 4000 time (years) concentration
Solid (mass/tot vol) D (mass/immob wat vol) C (mass/mob wat vol)
Release from Aftercare: Emission Potential
Three pilot projects for Landfill Stabilization in the Netherlands.
I leachate recirculation;
I landfill Aeration.
Aim is to reduce Emission Potential to such a level that leachate and gas no longer pose a threat.
I concentration of potential contaminants in waste body;
I leaching process ;
I occurrence of preferential flow.
0 10 20 30 40 50 0 500 1000 1500 2000 2500 3000 3500 4000 time (years) concentration
Solid (mass/tot vol) D (mass/immob wat vol) C (mass/mob wat vol)
Organic Matter as a Control of Emission Potential.
Contaminants present in Solid Waste.
I nitrogen;
I carbon source for Methane and CO2.
Source of substrate for micro-organisms present in waste body.
I biological degradation controls local pH and redox conditions;
I inorganic chemistry highly dependent on pH and redox;
Dissolved Organic Carbon enhances solubility of micro-contaminants due to complexation
I heavy metals (Cu, Cr , Pb, etc.)
I organic micro pollutants (i.e. polycyclic aromatic hydrocarbons, PAH)
Organic Matter as a Control of Emission Potential.
Contaminants present in Solid Waste.
I nitrogen;
I carbon source for Methane and CO2.
Source of substrate for micro-organisms present in waste body.
I biological degradation controls local pH and redox conditions;
I inorganic chemistry highly dependent on pH and redox; Dissolved Organic Carbon enhances solubility of micro-contaminants due to complexation
I heavy metals (Cu, Cr , Pb, etc.)
I organic micro pollutants (i.e. polycyclic aromatic hydrocarbons, PAH)
Organic Matter as a Control of Emission Potential.
Contaminants present in Solid Waste.
I nitrogen;
I carbon source for Methane and CO2.
Source of substrate for micro-organisms present in waste body.
I biological degradation controls local pH and redox conditions;
I inorganic chemistry highly dependent on pH and redox;
Dissolved Organic Carbon enhances solubility of micro-contaminants due to complexation
I heavy metals (Cu, Cr , Pb, etc.)
I organic micro pollutants (i.e. polycyclic aromatic hydrocarbons, PAH)
Outline
1 Motivation
Control and Prediction of Emission Potential 2 Landfill Simulator Data
Experiments carried out by Roberto Valencia
3 Biogeochemical Process Model
Gray box approach
Model Verification: Literature parameter ranges and Bayesian Inference using measured data
4 Results
Model fit and parameter distributions
5 Conclusion
Experimental Setup
Example of Experimental Data
0 200 400 600 800 0 20 40 60 t (d) CO 2 &CH 4 (m 3) Biogas 0 200 400 600 800 0 0.5 1 t (d) VFA l (M) VFAl 0 200 400 600 800 4 6 8 10 t (d) pH pH 0 200 400 600 800 0 0.05 0.1 0.15 0.2 NH 4 +&NH 3 (M) t (d) NH 4 &NH 3 (M) 0 200 400 600 800 0 0.2 0.4 0.6 0.8 pCH4 t (d) pCH 4 (atm) 0 200 400 600 800 0 0.5 1 pCO2 t (d) pCO 2 (atm)Outline
1 Motivation
Control and Prediction of Emission Potential
2 Landfill Simulator Data
Experiments carried out by Roberto Valencia 3 Biogeochemical Process Model
Gray box approach
Model Verification: Literature parameter ranges and Bayesian Inference using measured data
4 Results
Model fit and parameter distributions
5 Conclusion
Predictive Modeling of Temporal Dynamics
Using “fundamental parameters”.
I parameters from literature;
I based as much as possible on accepted theory (i.e.
thermodynamics).
Not too complex.
I lumped process model.
Approach aimed towards providing insight.
I State variables are related to measurable quantities.
Conceptual Model
No transport limitations
I Continuous Stirred Tank Reactor (CSTR)
Hydrolysis
I rate limited
Microbial growth
I kinetic redox reaction
I multiple species
I multiple terminating electron acceptors (NO3−,
SO42−, CO2)
Landfill gas production (CH4, CO2 and NH3) I equilibrium gas partitioning
Solubility control (equilibrium, acid-base)
Rate Equation
Rate dependent reactions: Matlab
dMil dt = n X j=1 νi ,j · kjmax · m Y a=1 fa ! · Cj· Vl− ϕl →gi dMig dt = ϕ l →g i − xi· Fout ϕl →gi = kla· Cil−xi· p Hi
Multiphase geochemical equilibrium: Orchestra
Mi = Ki ms
Y
j=1,j6=i
Rate Equation
Rate dependent reactions: Matlab
dMil dt = n X j=1 νi ,j · kjmax · m Y a=1 fa ! · Cj· Vl− ϕl →gi dMig dt = ϕ l →g i − xi· Fout ϕl →gi = kla· Cil−xi· p Hi
Multiphase geochemical equilibrium: Orchestra
Mi = Ki ms
Y
j=1,j6=i
Outline
1 Motivation
Control and Prediction of Emission Potential
2 Landfill Simulator Data
Experiments carried out by Roberto Valencia 3 Biogeochemical Process Model
Gray box approach
Model Verification: Literature parameter ranges and Bayesian Inference using measured data
4 Results
Model fit and parameter distributions
5 Conclusion
Verification: Bayesian Inference
Parameter optimization using Bayesian Inference.
I MCMC method;
I PDF of optimal parameter space; P(θ | D) = P(θ)P(D | θ)
P(D) Prior estimate
I bandwidth reported in literature
I extremely wide search space
Verification
I parameter within literature bandwidth: reliable
I parameter outside: parameter compensates model error?
Verification: Bayesian Inference
Parameter optimization using Bayesian Inference.
I MCMC method;
I PDF of optimal parameter space; P(θ | D) = P(θ)P(D | θ)
P(D)
Prior estimate
I bandwidth reported in literature
I extremely wide search space Verification
I parameter within literature bandwidth: reliable
I parameter outside: parameter compensates model error?
Verification: Bayesian Inference
Parameter optimization using Bayesian Inference.
I MCMC method;
I PDF of optimal parameter space; P(θ | D) = P(θ)P(D | θ)
P(D)
Prior estimate
I bandwidth reported in literature
I extremely wide search space
Verification
I parameter within literature bandwidth: reliable
I parameter outside: parameter compensates model error?
Outline
1 Motivation
Control and Prediction of Emission Potential
2 Landfill Simulator Data
Experiments carried out by Roberto Valencia
3 Biogeochemical Process Model
Gray box approach
Model Verification: Literature parameter ranges and Bayesian Inference using measured data
4 Results
Model fit and parameter distributions
5 Conclusion
Model Fit & Parameter Distributions
0 500 1000 0 20 40 60 t (d) CO 2 &CH 4 (m 3) Biogas 0 500 1000 0 0.5 1 t (d) VFA l (M) VFAl 0 500 1000 4 6 8 10 t (d) pH pH 0 500 1000 0 0.05 0.1 0.15 0.2 NH 4 +&NH 3 (M) t (d) NH 4 &NH 3 (M) 0 500 1000 0 0.2 0.4 0.6 0.8 pCH4 t (d) pCH 4 (atm) 0 500 1000 0 0.5 1 pCO2 t (d) pCO 2 (atm) 0.040 0.06 0.08 100 200 300 kmax hyd d−1 0 0.5 1 0 200 400 kmax meth d−1 0 2 4 0 100 200 kmax sulph d−1 4 6 8 x 10−3 0 100 200 300 kmax NH 4 d−1 0 0.2 0.4 0 100 200 300 Ks,meth mol L−1 0 5 10 0 100 200 300 Ks,sulph mol L−1 0 0.05 0 200 400 Ci,methanogens mol L−1 0 0.5 1 0 200 400 Ci,sulphate reducers mol L−1Model Fit & Parameter Distributions
0 200 400 0 10 20 30 40 t (d) CO 2 &CH 4 (m 3) Biogas 0 200 400 0 0.2 0.4 0.6 0.8 t (d) VFA l (M) VFAl 0 200 400 5 6 7 8 t (d) pH pH 0 200 400 0 0.05 0.1 0.15 0.2 NH 4 +&NH 3 (M) t (d) NH 4 &NH 3 (M) 0 200 400 0 0.2 0.4 0.6 0.8 pCH4 t (d) pCH 4 (atm) 0 200 400 0 0.5 1 pCO2 t (d) pCO 2 (atm) 0.04 0.06 0.080 100 200 300 kmax hyd d−1 0.5 1 1.5 0 200 400 kmax meth d−1 0 2 4 0 100 200 300 kmax sulph d−1 0 0.005 0.01 0 100 200 300 kmax NH 4 d−1 0 0.1 0.2 0 100 200 300 Ks,meth mol L−1 0 0.5 1 x 10−3 0 200 400 Ks,sulph mol L−1 0.01 0.02 0.030 100 200 300 Ci,methanogens mol L−1 0 0.5 1 0 100 200 300 Ci,sulphate reducers mol L−1Correlation between Parameters
0 0.5 1 Ci,sulphate reducers 0 0.020.04 Ci,methanogens 0 5 10 Ks,sulph 0 0.2 0.4 Ks,meth 4 6 8 x 10−3 kmaxNH 4 0 2 4 kmax sulph 0 0.5 1 kmax meth 0.04 0.06 0.08 0 0.5 1 kmax hyd Ci,sulphate reducers 0 0.02 0.04 Ci,methanogens 0 5 10 Ks,sulph 0 0.2 0.4 Ks,meth 4 6 8 x 10−3 k max NH 4 0 2 4 k max sulph 0 0.5 1 k max meth 0.04 0.06 0.08 k max hydSummary
“Gray box” Bio-geochemical model is able to describe measured multi-parameter dynamics in Column Experiments of Roberto Valencia.
Limited amount of parameter fitting;
Parameters that fall outside literature range are:
I highly correlated with each other (inhibition constants); I not based on direct measurements (sulphate dynamics);
I indication of mass-transport limitations in model.
Outlook
I Test approach in systems where mass-transport is
included.
I Model will allow prediction of future development of emission potential.