Ea. Seagren et al., QUANTITATIVE-EVALUATION OF THE ENHANCEMENT OF NAPL-POOL DISSOLUTION BY FLUSHING AND BIODEGRADATION, Environmental science & technology, 28(5), 1994, pp. 833-839
Nonaqueous-phase liquids (NAPLs) commonly are trapped in the subsurfac
e as pools. Often, subsurface remediation of NAPL pools is dependent u
pon the physicochemical process of dissolution, which can be enhanced
by flushing and in situ biodegradation, both of which decrease the sol
ute concentration, which increases the dissolution driving force. The
solution to the advection-dispersion-reaction equation for a two-dimen
sional domain with one-dimensional flow past a NAPL pool is used to de
velop quantitative tools and criteria for assessing the effects of flu
shing and biodegradation on NAPL-pool dissolution for quasi-steady-sta
te conditions. The effectiveness of flushing alone for enhancing the d
issolution flux depends on the relative magnitude of mechanical disper
sion and molecular diffusion, with the greatest effect for average por
e water velocities sufficiently large so that transverse mechanical di
spersion is much greater than molecular diffusion. The analysis of flu
shing and biodegradation together identifies that biodegradation incre
ases the dissolution flux from the pool only when Da2 (the ratio of th
e biodegradation rate to the advection rate) is greater than 0.1. When
Da2 > 0.1, Many different combinations of biodegradation and flushing
can be used to obtain a desired dissolution flux.