A model is outlined that predicts NAPL which is held in pore wedges and as films or lenses on solid and water surfaces and contributes negligibly to NAPL advection. This is conceptually referred to as residual NAPL. Since residual NAPL is immobile, it remains in the vadose zone after all free NAPL has drained. Residual NAPL is very important because it is a long-term source for groundwater contamination. Recent laboratory experiments have demonstrated that current models for predicting subsurface NAPL behavior are inadequate because they do not correctly predict residual NAPL. The main reason for the failure is a deficiency in the current constitutive theories for multiphase flow that are used in numerical simulators. Multiphase constitutiv...
Considerable attention has been focused on issues relating to groundwater protection and remediation...
Predicting the residual saturation of a trapped non-aqueous phase liquid contaminant is critical to ...
Abstract The characteristic relationships among relative permeability (Kr), saturation (S) and capil...
A model is outlined that predicts NAPL which is held in pore wedges and as films or lenses on solid ...
A residual non-aqueous phase liquid (NAPL) present in the vadose zone can act as a contaminant sourc...
The formation of residual, discontinuous nonaqueous phase liquids (NAPLs) in the vadose zone is a pr...
A major shortcoming of multifluid flow simulators is the inability to predict the retention of nonaq...
Contamination of groundwater by organic liquids, such as gasoline, fuel oils and chlorinated hydroca...
AbstractExisting models relating the capillary pressures and the degrees of saturation of NAPL, wate...
The dissolution rate of nonaqueous phase liquid (NAPL) often governs the remediation time frame at s...
The double-porosity concept has been successfully applied by many researchers to simulate fluid flow...
International audienceContamination of groundwater resources by an immiscible organic phase commonly...
The dissolution rate of nonaqueous phase liquid (NAPL) often governs the remediation time frame at s...
International audienceCharacterizing residual non‐aqueous phase liquids (NAPLs) in porous media is e...
The double-porosity concept has been successfully applied by many researchers to simulate fluid flow...
Considerable attention has been focused on issues relating to groundwater protection and remediation...
Predicting the residual saturation of a trapped non-aqueous phase liquid contaminant is critical to ...
Abstract The characteristic relationships among relative permeability (Kr), saturation (S) and capil...
A model is outlined that predicts NAPL which is held in pore wedges and as films or lenses on solid ...
A residual non-aqueous phase liquid (NAPL) present in the vadose zone can act as a contaminant sourc...
The formation of residual, discontinuous nonaqueous phase liquids (NAPLs) in the vadose zone is a pr...
A major shortcoming of multifluid flow simulators is the inability to predict the retention of nonaq...
Contamination of groundwater by organic liquids, such as gasoline, fuel oils and chlorinated hydroca...
AbstractExisting models relating the capillary pressures and the degrees of saturation of NAPL, wate...
The dissolution rate of nonaqueous phase liquid (NAPL) often governs the remediation time frame at s...
The double-porosity concept has been successfully applied by many researchers to simulate fluid flow...
International audienceContamination of groundwater resources by an immiscible organic phase commonly...
The dissolution rate of nonaqueous phase liquid (NAPL) often governs the remediation time frame at s...
International audienceCharacterizing residual non‐aqueous phase liquids (NAPLs) in porous media is e...
The double-porosity concept has been successfully applied by many researchers to simulate fluid flow...
Considerable attention has been focused on issues relating to groundwater protection and remediation...
Predicting the residual saturation of a trapped non-aqueous phase liquid contaminant is critical to ...
Abstract The characteristic relationships among relative permeability (Kr), saturation (S) and capil...