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
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.