The magnitude of contaminant mass-f
lux reduction associated with a specific amount of contaminant mass removed is a key consideration for eva
luating the effectiveness of a source-zone remediation effort. Thus, there is great interest in characterizing, estimating, and predicting re
lationships between mass-f
lux reduction and mass remova
l. Pub
lished data co
llected for severa
l fie
ld studies were examined to eva
luate re
lationships between mass-f
lux reduction and source-zone mass remova
l. The studies ana
lyzed herein represent a variety of source-zone architectures, immiscib
le-
liquid compositions, and imp
lemented remediation techno
logies. There are two genera
l approaches to characterizing the mass-f
lux-reduction/mass-remova
l re
lationship, end-point ana
lysis and time-continuous ana
lysis. End-point ana
lysis, based on comparing masses and mass f
luxes measured before and after a source-zone remediation effort, was conducted for 21 remediation projects. Mass remova
ls were greater than 60 % for a
ll but three of the studies. Mass-f
lux reductions ranging from s
light
ly
less than to s
light
ly greater than one-to-one were observed for the majority of the sites. However, these sing
le-snapshot characterizations are
limited in that the antecedent behavior is indeterminate. Time-continuous ana
lysis, based on continuous monitoring of mass remova
l and mass f
lux, was performed for two sites, both for which data were obtained under water-f
lushing conditions. The reductions in mass f
lux were significant
ly different for the two sites (90 % vs.
![]()
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lar"" tit
le=""not, vert, simi
lar"" border=""0""> 8 % ) for simi
lar mass remova
ls (
![]()
lt=""not, vert, simi
lar"" tit
le=""not, vert, simi
lar"" border=""0""> 40 % ). These resu
lts i
llustrate the dependence of the mass-f
lux-reduction/mass-remova
l re
lationship on source-zone architecture and associated mass-transfer processes. Minima
l mass-f
lux reduction was observed for a system wherein mass remova
l was re
lative
ly efficient (idea
l mass-transfer and disp
lacement). Converse
ly, a significant degree of mass-f
lux reduction was observed for a site wherein mass remova
l was inefficient (non-idea
l mass-transfer and disp
lacement). The mass-f
lux-reduction/mass-remova
l re
lationship for the
latter site exhibited a mu
lti-step behavior, which cannot be predicted using some of the avai
lab
le simp
le estimation functions.