Analytical modeling of nonaqueous phase liquid dissolution with Green's functions

Citation
Fj. Leij et Mt. Van Genuchten, Analytical modeling of nonaqueous phase liquid dissolution with Green's functions, TRANS POR M, 38(1-2), 2000, pp. 141-166
Citations number
30
Categorie Soggetti
Chemical Engineering
Journal title
TRANSPORT IN POROUS MEDIA
ISSN journal
01693913 → ACNP
Volume
38
Issue
1-2
Year of publication
2000
Pages
141 - 166
Database
ISI
SICI code
0169-3913(200001)38:1-2<141:AMONPL>2.0.ZU;2-8
Abstract
Equilibrium and bicontinuum nonequilibrium formulations of the advection-di spersion equation (ADE) have been widely used to describe subsurface solute transport. The Green's Function Method (GFM) is particularly attractive to solve the ADE because of its flexibility to deal with arbitrary initial an d boundary conditions, and its relative simplicity to formulate solutions f or multi-dimensional problems. The Green's functions that are presented can be used for a wide range of problems involving equilibrium and nonequilibr ium transport in semi-infinite and infinite media. The GFM is applied to an alytically model multi-dimensional transport from persistent solute sources typical of nonaqueous phase liquids (NAPLs). Specific solutions are derive d for transport from a rectangular source (parallel to the flow direction) of persistent contamination using first-, second-, or third-type boundary o r source input conditions. Away from the source, the first- and third-type condition cannot be expected to represent the exact surface condition. The second-type condition has the disadvantage that the diffusive flux from the source needs to be specified a priori. Near the source, the third-type con dition appears most suitable to model NAPL dissolution into the medium. The solute flux from the pool, and hence the concentration in the medium, depe nds strongly on the mass transfer coefficient. For all conditions, the conc entration profiles indicate that nonequilibrium conditions tend to reduce t he maximum solute concentration and the total amount of solute that enters the porous medium from the source. On the other hand, during nonequilibrium transport the solute may spread over a larger area of the medium compared to equilibrium transport.