Rigorous uncertainty assessment in contaminant transport inverse modelling: a case study of fluoride diffusion through clay liners.

Inverse methods used in assessing landfill liner design have not yet taken advantage of current developments in inverse procedures. Here, a method for inverting contaminant transport models is presented including a general error model and procedures for differentially weighted multiple response regression. General error models are employed in cases where the residuals are heteroscedastic and correlated, and lead to valid inference on model parameter and predictive uncertainty. The Shuffled Complex Evolution algorithm is used to optimise model parameters. Model parameter uncertainty is assessed by exploring the posterior probability distribution with the Metropolis algorithm, a Markov chain Monte Carlo sampling method. The inverse method is applied to simultaneously determine the sorption and diffusion parameters from laboratory diffusion cell experiments. In these experiments, fluoride migration through kaolin clays was measured by sampling the source and collector cells over time. To uniquely determine the transport model parameters, it was necessary to simultaneously fit the observed data from two independent diffusion cell experiments with different initial concentrations. The jointly fitted transport model parameters compared well with those fitted to independent batch experiments.

[1]  G. Kuczera Improved parameter inference in catchment models: 1. Evaluating parameter uncertainty , 1983 .

[2]  K. Abbaspour,et al.  A sequential uncertainty domain inverse procedure for estimating subsurface flow and transport parameters , 1997 .

[3]  Robert M. Quigley,et al.  Clayey Barrier Systems for Waste Disposal Facilities , 1994 .

[4]  W. Yeh Review of Parameter Identification Procedures in Groundwater Hydrology: The Inverse Problem , 1986 .

[5]  S. Sorooshian,et al.  Effective and efficient global optimization for conceptual rainfall‐runoff models , 1992 .

[6]  R. Rowe,et al.  Estimation of chloride diffusion coefficient and tortuosity factor for mudstone , 1992 .

[7]  Ashutosh Khandelwal,et al.  Analysis of diffusion and sorption of organic solutes in soil-bentonite barrier materials , 1998 .

[8]  Jack C. Parker,et al.  Determining transport parameters from laboratory and field tracer experiments , 1984 .

[9]  Wen-sen Chu,et al.  Parameter Identification of a Ground‐Water Contaminant Transport Model , 1986 .

[10]  George Kuczera,et al.  Monte Carlo assessment of parameter uncertainty in conceptual catchment models: the Metropolis algorithm , 1998 .

[11]  C. A. Bower,et al.  ADSORPTION OF FLUORIDE BY SOILS AND MINERALS , 1967 .

[12]  Philip John Binning,et al.  Fluoride retention by kaolin clay , 1997 .

[13]  R. Quigley,et al.  Pollutant migration from two sanitary landfill sites near Sarnia, Ontario , 1977 .

[14]  Philip John Binning,et al.  Experimental analysis of fluoride diffusion and sorption in clays , 1999 .

[15]  Mary C. Hill,et al.  A new multistage groundwater transport inverse method: presentation, evaluation, and implications , 1999 .

[16]  David W. Smith,et al.  Experimental sorption of fluoride by kaolinite and bentonite , 1998 .

[17]  G. Kuczera Efficient subspace probabilistic parameter optimization for catchment models , 1997 .

[18]  Richard L. Cooley,et al.  Confidence Intervals for Ground‐Water Models Using Linearization, Likelihood, and Bootstrap Methods , 1997 .

[19]  Edward L Cussler,et al.  Diffusion: Mass Transfer in Fluid Systems , 1984 .

[20]  David E. Daniel,et al.  Diffusion in Saturated Soil. I: Background , 1991 .

[21]  R. Wagenet,et al.  Solute transport in porous media with sorption-site heterogeneity. , 1995, Environmental science & technology.

[22]  George Kuczera,et al.  The quest for more powerful validation of conceptual catchment models , 1997 .

[23]  David W. Pollock,et al.  A Controlled Experiment in Ground Water Flow Model Calibration , 1998 .

[24]  Robert M. Quigley,et al.  Saline leachate migration through clay: a comparative laboratory and field investigation , 1984 .

[25]  Rainer Stegmann,et al.  Landfilling of Waste: Barriers , 1994 .

[26]  Robert M. Quigley,et al.  EFFECT OF MULTIPLE CONTAMINANT MIGRATION ON DIFFUSION AND ADSORPTION OF SOME DOMESTIC WASTE CONTAMINANTS IN A NATURAL CLAYEY SOIL , 1989 .

[27]  H. M. Selim,et al.  EFFECT OF SORPTION ISOTHERM TYPE ON PREDICTIONS OF SOLUTE MOBILITY IN SOIL , 1994 .

[28]  K. Ramachandran,et al.  Mathematical Statistics with Applications. , 1992 .

[29]  M. Th. van Genuchten,et al.  Parameter estimation for unsaturated flow and transport models — A review , 1987 .

[30]  George E. P. Box,et al.  Time Series Analysis: Forecasting and Control , 1977 .

[31]  David B. Dunson,et al.  Bayesian Data Analysis , 2010 .

[32]  Jean-Frank Wagner Retention of heavy metals from blast-furnace dedusting sludges by a clayey subsoil , 1991 .