In-situ bioremediation is a cost-effective technique to eliminate petroleum hydrocarbons from groundwater. In previous studies, this has been mostly applied under the approximation of a homogeneous porous medium, even though in reality aquifers are often characterized by significant heterogeneities. Here, different heterogeneous and equivalent homogeneous hydraulic conductivity fields are considered to study the effect of aquifer heterogeneity on optimal in-situ bioremediation. For this, the multiobjective simulation-optimization (S/O) model referred to as BIOEFGM-NSGA II is proposed — which uses the element-free Galerkin method (EFGM) for discretization of the governing equations, and the non-dominated sorting genetic algorithm II (NSGA II...
The groundwater planning problems are often multiobjective. Due to conflicting objectives and non-li...
The objectives of this research are to develop a comprehensive mathematical model describing in-situ...
Typical groundwater remediation problems involve selection of the number, location, and flow rate sc...
Groundwater contamination due to leakage of gasoline is one of the several causes which affect the g...
In situ bioremediation is one of the most regular technologies to clean up petroleum contaminated aq...
Heterogeneity in hydraulic conductivity (K) impacts the transport and fate of contaminants in subsur...
The impact of physical and chemical aquifer heterogeneities on optimal remediation design and costs ...
We present a simulation/optimization model combining optimization with BIOPLUME II simulation for op...
Presented is a simulation/optimization (S/0) model combining optimization with BIOPLUME II simulatio...
A new optimization formulation for dynamic groundwater remediation management is developed by simult...
A multiobjective optimization algorithm is applied to a groundwater quality management problem invol...
A methodology is developed for optimal remediation of groundwater aquifers under hydraulic conducti...
Pump-and-treat (P&T) remediation is a commonly used technology for the cleanup of contaminated groun...
The presented procedure combines continuous simulated annealing (CSA) heuristic optimization with BI...
Presented is a simulation/optimization (S/O) model combining optimization with BIOPLUME II for optim...
The groundwater planning problems are often multiobjective. Due to conflicting objectives and non-li...
The objectives of this research are to develop a comprehensive mathematical model describing in-situ...
Typical groundwater remediation problems involve selection of the number, location, and flow rate sc...
Groundwater contamination due to leakage of gasoline is one of the several causes which affect the g...
In situ bioremediation is one of the most regular technologies to clean up petroleum contaminated aq...
Heterogeneity in hydraulic conductivity (K) impacts the transport and fate of contaminants in subsur...
The impact of physical and chemical aquifer heterogeneities on optimal remediation design and costs ...
We present a simulation/optimization model combining optimization with BIOPLUME II simulation for op...
Presented is a simulation/optimization (S/0) model combining optimization with BIOPLUME II simulatio...
A new optimization formulation for dynamic groundwater remediation management is developed by simult...
A multiobjective optimization algorithm is applied to a groundwater quality management problem invol...
A methodology is developed for optimal remediation of groundwater aquifers under hydraulic conducti...
Pump-and-treat (P&T) remediation is a commonly used technology for the cleanup of contaminated groun...
The presented procedure combines continuous simulated annealing (CSA) heuristic optimization with BI...
Presented is a simulation/optimization (S/O) model combining optimization with BIOPLUME II for optim...
The groundwater planning problems are often multiobjective. Due to conflicting objectives and non-li...
The objectives of this research are to develop a comprehensive mathematical model describing in-situ...
Typical groundwater remediation problems involve selection of the number, location, and flow rate sc...