Parametric Uncertainty Analysis of Uranium Transport Surface Complexation Models

Parametric uncertainty analysis of surface complexation modeling (SCM) has been studied using linear and nonlinear analysis. A computational SCM model was developed by Kohler et al. (1996) to simulate the breakthrough of Uranium(VI) in a column of quartz. Calibration of parameters which describe the...

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Other Authors: Miller, Geoffery L. (authoraut)
Format: Others
Language:English
English
Published: Florida State University
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Online Access:http://purl.flvc.org/fsu/fd/FSU_migr_etd-2410
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spelling ndltd-fsu.edu-oai-fsu.digital.flvc.org-fsu_2540552020-06-20T03:08:37Z Parametric Uncertainty Analysis of Uranium Transport Surface Complexation Models Miller, Geoffery L. (authoraut) Ye, Ming (professor directing thesis) Van Engelen, Robert (committee member) Plewa, Tomasz (committee member) Department of Scientific Computing (degree granting department) Florida State University (degree granting institution) Text text Florida State University Florida State University English eng 1 online resource computer application/pdf Parametric uncertainty analysis of surface complexation modeling (SCM) has been studied using linear and nonlinear analysis. A computational SCM model was developed by Kohler et al. (1996) to simulate the breakthrough of Uranium(VI) in a column of quartz. Calibration of parameters which describe the reactions involved during reactive-transport simulation has been found to fit experimental data well. Further uncertainty analysis has been conducted which determines the predictive capability of these models. It was concluded that nonlinear analysis results in a more accurate prediction interval coverage than linear analysis. An assumption made by both linear and nonlinear analysis is that the parameters follow a normal distribution. In a preliminary study, when using Monte Carlo sampling a uniform distribution among a known feasible parameter range, the model exhibits no predictive capability. Due to high parameter sensitivity, few realizations exhibit accuracy to the known data. This results in a high confidence of the calibrated parameters, but poor understanding of the parametric distributions. This study first calibrates these parameters using a global optimization technique, multi-start quasi-newton BFGS method. Second, a Morris method (MOAT) analysis is used to screen parametric sensitivity. It is seen from MOAT that all parameters exhibit nonlinear effects on the simulation. To achieve an approximation of the simulated behavior of SCM parameters without the assumption of a normal distribution, this study employs the use of a Covariance-Adaptive Monte Carlo Markov chain algorithm. It is seen from posterior distributions generated from accepted parameter sets that the parameters do not necessarily follow a normal distribution. Likelihood surfaces confirm the calibration of the models, but shows that responses to parameters are complex. This complex surface is due to a nonlinear model and high correlations between parameters. The posterior parameter distributions are then used to find prediction intervals about an experiment not used to calibrate the model. The predictive capability of Adaptive MCMC is found to be better than that of linear and non-linear analysis, showing a better understanding of parametric uncertainty than previous study. A Thesis submitted to the Department of Scientific Computing in partial fulfillment of the requirements for the degree of Master of Science. Spring Semester, 2011. November 18, 2010. Groundwater contamination, Hydrology Includes bibliographical references. Ming Ye, Professor Directing Thesis; Robert van Engelen, Committee Member; Tomasz Plewa, Committee Member. Numerical analysis FSU_migr_etd-2410 http://purl.flvc.org/fsu/fd/FSU_migr_etd-2410 This Item is protected by copyright and/or related rights. You are free to use this Item in any way that is permitted by the copyright and related rights legislation that applies to your use. For other uses you need to obtain permission from the rights-holder(s). The copyright in theses and dissertations completed at Florida State University is held by the students who author them. http://diginole.lib.fsu.edu/islandora/object/fsu%3A254055/datastream/TN/view/Parametric%20Uncertainty%20Analysis%20of%20Uranium%20Transport%20Surface%20Complexation%20Models.jpg
collection NDLTD
language English
English
format Others
sources NDLTD
topic Numerical analysis
spellingShingle Numerical analysis
Parametric Uncertainty Analysis of Uranium Transport Surface Complexation Models
description Parametric uncertainty analysis of surface complexation modeling (SCM) has been studied using linear and nonlinear analysis. A computational SCM model was developed by Kohler et al. (1996) to simulate the breakthrough of Uranium(VI) in a column of quartz. Calibration of parameters which describe the reactions involved during reactive-transport simulation has been found to fit experimental data well. Further uncertainty analysis has been conducted which determines the predictive capability of these models. It was concluded that nonlinear analysis results in a more accurate prediction interval coverage than linear analysis. An assumption made by both linear and nonlinear analysis is that the parameters follow a normal distribution. In a preliminary study, when using Monte Carlo sampling a uniform distribution among a known feasible parameter range, the model exhibits no predictive capability. Due to high parameter sensitivity, few realizations exhibit accuracy to the known data. This results in a high confidence of the calibrated parameters, but poor understanding of the parametric distributions. This study first calibrates these parameters using a global optimization technique, multi-start quasi-newton BFGS method. Second, a Morris method (MOAT) analysis is used to screen parametric sensitivity. It is seen from MOAT that all parameters exhibit nonlinear effects on the simulation. To achieve an approximation of the simulated behavior of SCM parameters without the assumption of a normal distribution, this study employs the use of a Covariance-Adaptive Monte Carlo Markov chain algorithm. It is seen from posterior distributions generated from accepted parameter sets that the parameters do not necessarily follow a normal distribution. Likelihood surfaces confirm the calibration of the models, but shows that responses to parameters are complex. This complex surface is due to a nonlinear model and high correlations between parameters. The posterior parameter distributions are then used to find prediction intervals about an experiment not used to calibrate the model. The predictive capability of Adaptive MCMC is found to be better than that of linear and non-linear analysis, showing a better understanding of parametric uncertainty than previous study. === A Thesis submitted to the Department of Scientific Computing in partial fulfillment of the requirements for the degree of Master of Science. === Spring Semester, 2011. === November 18, 2010. === Groundwater contamination, Hydrology === Includes bibliographical references. === Ming Ye, Professor Directing Thesis; Robert van Engelen, Committee Member; Tomasz Plewa, Committee Member.
author2 Miller, Geoffery L. (authoraut)
author_facet Miller, Geoffery L. (authoraut)
title Parametric Uncertainty Analysis of Uranium Transport Surface Complexation Models
title_short Parametric Uncertainty Analysis of Uranium Transport Surface Complexation Models
title_full Parametric Uncertainty Analysis of Uranium Transport Surface Complexation Models
title_fullStr Parametric Uncertainty Analysis of Uranium Transport Surface Complexation Models
title_full_unstemmed Parametric Uncertainty Analysis of Uranium Transport Surface Complexation Models
title_sort parametric uncertainty analysis of uranium transport surface complexation models
publisher Florida State University
url http://purl.flvc.org/fsu/fd/FSU_migr_etd-2410
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