NUMERICAL STOCHASTIC-ANALYSIS OF GROUNDWATER CONTAMINANT TRANSPORT AND PLUME CONTAINMENT

Citation
Mm. Hamed et al., NUMERICAL STOCHASTIC-ANALYSIS OF GROUNDWATER CONTAMINANT TRANSPORT AND PLUME CONTAINMENT, Journal of contaminant hydrology, 24(1), 1996, pp. 1-24
Citations number
23
Categorie Soggetti
Water Resources","Environmental Sciences","Geosciences, Interdisciplinary
ISSN journal
01697722
Volume
24
Issue
1
Year of publication
1996
Pages
1 - 24
Database
ISI
SICI code
0169-7722(1996)24:1<1:NSOGCT>2.0.ZU;2-I
Abstract
First- and second-order reliability methods (FORM and SORM) are applie d as alternatives to the Monte Carlo simulation method in the probabil istic analysis of groundwater contaminant transport and remediation. A two-dimensional finite-element model is interfaced with a reliability analysis program to account for uncertainty in aquifer media. Hydraul ic conductivity is modeled as a spatial random field with prescribed m arginal probability distribution and correlation structure. FORM and S ORM provide the probability that a contaminant exceeds a target level at a well, termed the probability of failure. Sensitivity of the proba bility of failure to basic uncertainty in grid block conductivities is also obtained, at no additional computational effort, Component relia bility is used to analyze failure in a single well. Results indicate t hat, at the most likely failure scenario, grid block conductivities at tain their maximum value near the source, the receptor well, and along the stream tubes connecting the two. System reliability is used to an alyze the joint probability of failure at several wells in the aquifer , Results indicate that system failure probability is greater than the largest component failure probability, Correlation between component failure events is greater when the individual wells are closer, Sensit ivity of the upper bound on system probability with respect to grid bl ock conductivities is highest along the path the contaminant follows t o reach the receptor wells, Furthermore, the probability of failure to contain a plume from escaping site boundaries is analyzed, along with the corresponding sensitivity information. Probability of failure to contain the plume decreases as the well pumping rate increases, The pr esence of regions of lower conductivity dramatically increases the pro bability of remediation failure, A careful analysis of aquifer materia l uncertainty and heterogeneity is vital to the success of groundwater remediation systems.