Reliability algorithms provide attractive alternatives to Monte Carlo simulation and stochastic perturbation approaches for probabilistic analysis of contaminant transport in porous media. We describe results and issues for further study based on a first-order reliability analysis in conjunction with a two-dimensional finite element model of transport in porous media. Probabilistic sensitivity measures provide valuable information on the importance of the uncertain variables - particularly the spatially discretized permeability values. An example flow region is analyzed and longitudinal dispersivity, fluid density, solid grain density, and distribution coefficient have the greatest influence on the probabilistic outcome. These are all globa...
Previous studies have proposed the first-order reliability method (FORM) as an approach to quantitat...
Abstract. We present a probabilistic model of uncertainties for the two-phase flow through a porous ...
Failure to rigorously accommodate physical parameter uncertainty in groundwater transport models cas...
A reliability approach is used to develop a probabilistic model of two-dimensional non-reactive and ...
A reliability algorithm is used to study the probabilistic behavior of contaminant transport in poro...
A reliability approach for probabilistic modeling of reactive transport in porous media provides two...
A two-dimensional probabilistic transport model is developed by coupling a reliability algorithm to ...
First- and second-order reliability algorithms (FORM AND SORM) have been adapted for use in modeling...
Probabilistic modeling approaches are being used increasingly in order to carry out quantified risk ...
Abstract During probabilistic analysis of flow and transport in porous media, the uncertainty due to...
International audienceWe present a probabilistic model of uncertainties for the two-phase flow throu...
We study improvements of the standard and multilevel Monte Carlo method for point evaluation of the ...
[1] A probabilistic study is attempted to analyze the flow and transport in a three-dimensional (3-D...
Analysis of flow and solute transport problem in porous media are affected by uncertainty inbuilt bo...
We present a probabilistic model of uncertainties for the two-phase flow through a porous medium. Th...
Previous studies have proposed the first-order reliability method (FORM) as an approach to quantitat...
Abstract. We present a probabilistic model of uncertainties for the two-phase flow through a porous ...
Failure to rigorously accommodate physical parameter uncertainty in groundwater transport models cas...
A reliability approach is used to develop a probabilistic model of two-dimensional non-reactive and ...
A reliability algorithm is used to study the probabilistic behavior of contaminant transport in poro...
A reliability approach for probabilistic modeling of reactive transport in porous media provides two...
A two-dimensional probabilistic transport model is developed by coupling a reliability algorithm to ...
First- and second-order reliability algorithms (FORM AND SORM) have been adapted for use in modeling...
Probabilistic modeling approaches are being used increasingly in order to carry out quantified risk ...
Abstract During probabilistic analysis of flow and transport in porous media, the uncertainty due to...
International audienceWe present a probabilistic model of uncertainties for the two-phase flow throu...
We study improvements of the standard and multilevel Monte Carlo method for point evaluation of the ...
[1] A probabilistic study is attempted to analyze the flow and transport in a three-dimensional (3-D...
Analysis of flow and solute transport problem in porous media are affected by uncertainty inbuilt bo...
We present a probabilistic model of uncertainties for the two-phase flow through a porous medium. Th...
Previous studies have proposed the first-order reliability method (FORM) as an approach to quantitat...
Abstract. We present a probabilistic model of uncertainties for the two-phase flow through a porous ...
Failure to rigorously accommodate physical parameter uncertainty in groundwater transport models cas...