the effect of soils on the permeation of plastic pipes by organic chemicals
TRANSCRIPT
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8/10/2019 The Effect of Soils on the Permeation of Plastic Pipes by Organic Chemicals
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The Effect of Soils on the Permeation of Plastic Pipes by Organic ChemicalsAuthor(s): Thomas M. Holsen, Jae K. Park, Laurent Bontoux, David Jenkins and Robert E.SelleckSource: Journal (American Water Works Association), Vol. 83, No. 11, Health Effects(NOVEMBER 1991), pp. 85-91Published by: American Water Works AssociationStable URL: http://www.jstor.org/stable/41293557.
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8/10/2019 The Effect of Soils on the Permeation of Plastic Pipes by Organic Chemicals
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The Effect of Soils
on the Permeation
of Plastic
Pipes
by Organic
Chemicals
Thomas M.
Holsen,
Jae
K.
Park,
Laurent
Bontoux,
David
Jenkins,
and Robert
E. Selleck
Polybutylene
ipes
0.75 in.)
buried
n both
water-saturatednd unsaturatedoils
contaminated
ith
oluene,
richloroethylene,
,2-dichlorobenzene,
nd
-chlorophenol
were
ermeated
o
detectable
evels
n 1
to 150
days, epending
nthe
rganic
hemical
and ts oncentration.
omparison
f hese esults ith
ipe-bottlexperiments
ontain-
ing
no soil showed hat he oncentration
f
organic
hemical
n
the oil
pore
ontrols
the
rate
f
organic
hemical
ermeation
hrough
uried
lastic ipes.
The
results lso
indicatehat ndertherwisedenticalonditions,lastic ipes uriedna soil ofhigh
organic
arbon ontent ill e
permeated
ore
lowly
han
ipe
uriedn a soil of
ow
organic
arbon
ontent.
ven
o,
soils of
very igh rganic
arbon ontentannot e
relied n
to
protect
lastic
ipe
from
ermeation
y
organic
hemicals.
method
or
predicting
he
quilibrium
oncentrationf
rganic
hemicaln the
oil
pore
wasuseful
in
determining
hether
plasticpipe
buried n
contaminatedoil
is
likely
o be
permeated.
During
he ast
decade,
waternsome
plastic
nd
gasketed iping ystems
as
been
ontaminated
y rganic
hemicals
permeatinghrough
he
pipes.
The rate
and
xtent f
ermeation
s
thought
obe
influenced
y
various oil
constituents,
especially organic
matter,
which can
sorb
organic
hemicals nd reduce heir
soil-pore oncentrations.n thisstudy,
competitive
orption xperiments
f or-
ganic
hemicals
y
oils nd
plastic ipes
were onducted o
nvestigate
heeffect
of oils on
organic
hemical
ermeation
through lasticpipes
and to
develop
method o assess the
potential
f n or-
ganic
hemical ontainedn soil o
per-
meate
plastic ipe.
Compost,
material
with
high rganic
matter
ontent,
as
also used
n
these
xperiments
o deter-
mine
whethert ouldbe
added o
plastic
pipebedding
o
protect
he
pipeby
orb-
ing
organic
hemicals.
Previous
nvestigations
Previousworkhas shownthat oils
sorb
rganic
hemicals,
ecreasing
heir
mobility
nd
activity.1-4
hese studies
have also shown hat he amount f or-
ganic
chemical
hat an be sorbed
by
a
water-saturatedoil can be
predicted
y
using simple
artitioning
odel
with
partition
oefficient,
p)
if
the
organic
carbon ontent f
a
soil,
mass of
soil,
mass of
water,
nd mass
and
type
for-
ganic
chemical re
known. his
simple
model holds
for
hydrophobic
rganic
chemicals f
he
aqueous-phase
quilib-
rium
oncentrations below
10~5
M
or s
NOVEMBER
991
less than alf ts
queous
saturationon-
centration,
hichevers
the
controlling
factor.4 bove these
levels,
the
iso-
therms
sually
ecomeconvexwith
e-
spect
to the
ordinate,
ndicating
n
in-
creased
orption
apacity
t
high rganic
chemical oncentrations.
Kp
anbe calculated
y
multiplying
he
soil organiccarbon-organichemical
partition
oefficient
Koc
by
he
organic
carbon
ontentf he oil
oc)
Hassett t
al3 reduced he
extensive
xperimental
dataofothers o obtain
he
following
e-
lationships
between
Koc
nd
organic
chemical
queous solubility
S,
given
n
milligrams
er
itre)
roctanol
ater
ar-
tition oefficient
Kow):
log
oc
3.950.62
ogS
(1)
log oc0.0880.909og 0 (2)
Hassett t al indicated hat
good ap-
proximation
f
rganic
hemical
orption
by
soils
couldbe made from and
sug-
gested
hat
oc
an be
predicted
rom
q
1
with 95
percent
onfidenceevel hat
the
experimentally
easured
Koc
value
willbe within 0.90
og
units
i.e.,
ess
than ne order f
magnitude)
f he
pre-
dicted
alue.The 95
percent
onfidence
limit or
he
prediction
f
Koc
rom
0
w
s
0.76
og
units.Other imilar
quations
for
redicting
oc
avebeen ummarized
in
reference.
The
organic
matter
ontentf ifferent
soilsvaries reatly: rairie rasslandur-
face soil
contains to 6
percent,
andy
desert oil contains
percent,
nd
peat
soils containmorethan90
percent.6
soil's
organic
arbon ontentan be esti-
TABLE 1
Organic
hemicalssedn
oil-pipe
nteractiontudies
Organic
hemical S
(mg/L
Kow*
Mobility
lass
0-Chlorophenol
28,500
62
Veryigh
Trichloroethylene
1,100
334
Medium
Toluene
515
522 Medium
1,2-Dichlorobenzene
148
2,900
Low
*Octanol-water
artition
oefficients
rom
eference5
f lassifiedn ermsf otentialobilityadaptedromriffinnd oy2)
TABLE 2
Results
f
article-size
nd
rganic
arbon
nalysis
i i
-
Organic
arbon
Classification
y
article-Size
Soil
percent
f
ry eight
Analysis21
CAD
3.9
Clay
oam
RFS
1.6
Clay
oam
CFSL
0.8 Fine
andy
oam
Sand
0.1
Loamy
and
Compost
48
THOMAS
.
HOLSENTAL
85
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8/10/2019 The Effect of Soils on the Permeation of Plastic Pipes by Organic Chemicals
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mated
y
multiplying
he
organic
matter
content
y
0.59.7
Recent
work on the fate of
organic
chemical
apors
n
soil has shown hat
water nd
organic
hemicals
ompete
or
sorption
ites nmineralurfaces.
hese
results
greed
with
hose
f
arlier ork-
ers8"12 hofound hat s the
relative u-
miditiesn the soil
pores
ncreased,
he
amount f rganichemical apororbed
decreased. t
elative umidities
reater
than50
percent,
he sotherms ecame
practically
inear
as
they
o in
aqueous
solutions),
ndicating
hat
partitioning
into he oil
organic
matter ecamemore
important
han
dsorption
nto hemin-
eral urfaces. t
bout 0
percent
umid-
ity,
the
amount
of
organic
chemical
sorbed
y
oilswas
found o be
equal
to
the mount orbed nder
aturatedon-
ditions. hese resultsndicate hat
qs
1
and 2
can be used under nsaturateds
well as saturated
onditions
f
the soil-
pore
relative
umidity
s
high,
s is
typi-
cal below hefirst
ew entimetresf he
soilsurface.13'14
Material nd methods
The
organic
hemicals sed inthese
experiments
re listed
n
Table 1. Care
was
taken o ensure
overage
f wide
range
of soil
sorption
haracteristics.
Chemicalswere all
pesticide-grade
nd
wereused as received.
The four
oils electedwereCalifornia
alluvial
eposit
CAD),
Richmond ield
Station
op
soil
(RFS),
Columbiafine
sandy
oam
CFSL),
and
sand.
Compost
was obtained rom heEast
Bay
Munici-
pal Utility
istrict,
akland,
Calif. oil
organic
arbon ontents ndclassifica-
tion yparticle-sizenalysisre hownn
Table 2.
15
The
compost article-size
is-
tribution as not determined
ecause
the wide
range
of
particle
izes
(some
were
up
to2 cm
ong)
ndthe
density
f
the
compost
less
than
water)
made he
sedimentation
echniquenapplicable.
The 1.9-cm-
0.75-in.-)
D
polybutylene
(PB)
pipe
was
bought
rom local
sup-
plier
ndwas used
as received.
Competitiveorptionxperiments
Saturated onditions.
ll
experiments
were onducted t 20-22C. ix 20.3-cm-
(8-in.-) iameter,
5.4-cm-
10-in.-)
ong
polyvinyl
hloride
PVC)
columnswere
fitted ith learPVCcovers tboth nds,
and two
PB
pipes
were
placed through
the column nd
its
covers.The
covers
and
pipes
were ealed n
place
with ili-
cone
caulking.
he ends of the
pipes
were ealed with n aluminum
lug
nd
silicone
caulking.
he aluminum
lug
had
a
sampling ort ontaining
PTFE-
coated
eptum hrough
hich
7.6-cm-
(3-in.-)
ong
hypodermic
eedle ouldbe
introducedo
sample
he
pipe
water.
The columns
were
filled
with
oil
and
saturated
ithwater. he
PB
pipes
were
filled ith istilled ater.
rganic
hem-
86 RESEARCHND ECHNOLOGY
TABLE
3
Quantities
f
materials
dded
o
otating
estolumns
saturatedoil ests
Chemicalolume
SoilMass Water
olume
Soil
ype
Organic
hemical mL
kg
L
CAD
Toluene 3.6
5.3 3.0
RFS Toluene 3.6 5.8 2.9
CFSL Toluene
3.6 5.4
3.2
Sand
Toluene
1.2 7.3
2.7
Sand
lusompost
Toluene 1.2
5.6 0.5 2.9
RFS
1,2-Dichlorobenzene
2.2
4.8 3.3
Sand
1,2-Dichlorobenzene
2.2
6.8 2.8
Sand
lusompost
1,2-Dichlorobenzene
2.2 5.5 0.5 2.8
RFS
Trichloroethylene
5.0 4.9 3.1
Sand
Trichloroethylene
5.0 7.0
2.8
Sand
lus
ompost Trichloroethylene
5.0 5.7 0.6
2.8
RFS
0-Chlorophenol
50 5.2 2.8
Sand
0-Chloro
henol
50 7.1 2.8
Sand
lus
ompost 0-Chlorophenol
50 6.0
0.6 2.5
TABLE 4
Comparisonf redicted
ndmeasurednitial
oil-pore-water
oncentration
in
he aturatedoil olumns
Concentration
From From
From
Measured Isotherm
Eq
1
Eq
2
Organic
hemical Soil
mg/L mg/L mg/L mg/L
Toluene CAD 75
55 74 38
Toluene CFSL 210
210 182 94
Toluene RFS 230 300 197 100
Toluene Sand 135
250 260 140
Toluene
Sand
lusompost
62 50 18 9.4
1,2-Dichlorobenzene
FS 48
50 45 5.6
1,2-Dichlorobenzene
and 90 110 47 11
1,2-Dichlorobenzene
and
lusompost
37 27 35 8.1
Trichloroethylene
RFS 250 650 540 260
Trichloroethylene
Sand 350
850
1,100
750
Trichloroethylene
Sand
lusompost
325 380 200 96
0-Chlorophenol
RFS
11,300 12,000 24,500 7,200
0-Chlorophenol
Sand
22,200 21,500 28,500 9,100
0-Chlorohenol Sandlusompost 9,600 8,300 9,040 2,700
300
Toluene
-
3.5
L
dded
n
ay
A-A
CAD
ore
ater
_
0.5
L
oluenedded
RFS
ore
ater
250
I
CFSL
ore
ater
W 0.5mLoluenedded
c
o
O
c
50-
A
A
A
Temperature
0 C
H
-
1
i
'
1
i
i
1
i
i
i
0 10 20 30 40 50
60 70
Day
f
xperiment
Figure
. Concentrations
f oluene
n
oil
pore
water
n
hree olumns
uring
aturated
competitive
orptionxperiments
JOURNAL
WWA
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8/10/2019 The Effect of Soils on the Permeation of Plastic Pipes by Organic Chemicals
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250
Toluene
A A
CAD
ore
ater
T
RFS
ore
ater
^
200
CFSL
ore
ater
f
"
O
100
Temperature
0 C
0
I
*
i
*
1
*
i
*
'
*1
*
1
0 10 20 30 40 50 60 70
Day
f
xperiment
Figure
.
Concentrationsf oluene
nPB
pipe
water
nthree olumns
uring
at-
urated
ompetitive
orption
xperiments
200
0.5
mL
oluenedded
Toluene
175 w X 1 2mLolueneddedn ay"
_
^
and
ore
ater
7Y
J
T
0.5mLoluenedded
A-
A
and
ompost
ore
ater
150
/' / I X
and
ipe
ater
/ '
/
1
y
/
A-
A
and
ompostipe
ater
25
JOT
Temperature
0 C
o Dm
|
Dq
Din
- f-
|
a-,
1
0 10 20 30 40 50 60 70
Day
f
xperiment
Figure
. Concentrationsf oluene
n
pore
water nd
PB
pipe
water
n
a
sand
and and
plus ompost
olumn
uring
aturated
ompetitiveorptionxperiments
3001
Toluene
O O
CAD
ore
ater
^
~
A A
CFSL
ore
ater
E
50
RFS
ore
ater
"
A___.
2.
00
0-93
C
1/
0.98
o II
150
I
Temperature
0 C
0
I
I100"
1
0'50
1
so-
P
^
o-
Decimalsndicatenitialelativeoncentration
0-cjM==
1
1
,rT
-
1
1
1
1
1
1
1
0
10
20 30
40 50
Day
f
xperiment
Figure
.
Comparison
f oncentrationsf oluene
n
the
PB
pipe
water f
CAD,
RFS,
nd
CFSL
unsaturatedsoil olumns
I
NOVEMBER991
icalswere
njected
nto
he aturatedoil
to
start
he
experiments
Table 3)
The
columnswere rotated
ontinuously
nd
organic
chemical
concentrationwas
monitored
n
the oil
pore
water ndthe
pipe
water.
Unsaturatedonditions.oil
was
placed
into 15-L
glass
bottles,
nd waterwas
added to
bring
hewater ontent f
he
soil to approximately0 percent well
above hewater ontentf he oils
quil-
ibratedwith relative
umidity
98
per-
cent.15he
organic
hemicalwas
added,
the
tops
of the bottles ealed with
PTFE-coated
rubber
topper,
nd the
bottle otated n a
roller able
or
8
h
to
equilibrate
he oil nd he
rganic
hem-
ical
vapor.
The
soil was thenremoved rom he
glass
bottles nd
packed
ntoPVC col-
umns
through
hich wo
1.9-cm
0.75-
in.)
PB
pipes
had been
placed.
The
amount f
organic
hemical orbedon
the oil
was determinedtthe tart f he
experiments
yplacing
oil
amples
nto
centrifugeubes and extractinghem
with5 mL of
a mixture f 50
percent
reagent-grade
exane nd 50
percent
e-
agent-grade
cetone. The vials
were
mixed
yrotating
hem or minimumf
4 h
and thenwere
centrifuged.
he
or-
ganic
chemical
mixture as then ana-
lyzed y gas
chromatograph
GC).
At the end of the
experiment,
he
amount f
organic
hemical n thesoil
was
again
determined
sing
he
proce-
dure
ust
described.
The
experiments
were
onductedt 20
2C.
Organic
hemical
nalysis. GC,*
a
sample
concentrator
quipped
with n
autosampler
purge
nd
trap),f
nd
a
headspacegas analyzerwereusedfor
all
required
nalyses.
Liquid samples
were
analyzed
y
di-
rect
njection
hen heir oncentrations
were
greater
than
approximately
.5
mg/L,
epending
n the
organic
hemi-
cal involved.
amples
were
ntroduced
into
2-m-long,
-mm-ID
acked
glass
column.
Liquid amples
with
concen-
tration f less than
approximately
.5
mg/L
were
analyzed sing
the
sample
concentratorn
conjunction
ith he
GC.
Operation
nd calibrationf he
sample
concentratorollowed S
Environmental
Protection
gency
methods 01 or
602,
depending
n
the
organic
hemical.16,17
Vapor sampleswereanalyzedusing
the
headspace
analyzer
n
conjunction
with heGC. The entire
ystem
as
cali-
brated
y analyzing
he
headspace
gas
abovewater
ontaining
known
oncen-
trationf
rganic
hemical.
The
concentrationf
rganic
hemical
insoil
pores
was
determined
yplacing
saturatedoil
samples
nto -mL
eactor
*Model
880,ewlett-Packard,
vondale,
a.
fModel
460,
.I.
orp.,ollege
tation,
exas
JModel9395A,ewlett-Packard,vondale,
a.
80/120arbopack
/3%
P-1000,
upelco
nc.,
Bellafonte,
a.
THOMAS
.HOLSENETAL7
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TABLE 5
Comparison
f
redicted
ndmeasurednitialelativeoncentrations
inunsaturated-soil-column
xperiments
mg
orbed
per
,000
From
From From
Organic
hemical Soil
g
soil
Measured
sotherm
q
1
Eq
2
Toluene CAD
3,040
0.50 0.5 0.82 0.42
Toluene CFSL
3,560
0.93
1.0 1.0 1.0
Toluene RFS 4,000 0.98 1.0 1.0 1.0
Toluene Sand
950 0.92 1.0 1.0 1.0
Toluene
Sand
lus
ompost
2,400
0.70
0.7 0.63 0.32
Trichloroethylene
FS
1,000
0.68
0.64 0.51 0.24
Trichloroethylene
and
725 0.83
0.78 1.0 1.0
Trichloroethylene
and
lusompost
1,400
0.81 0.85 0.23 0.11
0-Chlorophenol
RFS
7,300
0.50
0.58 1.0 0.32
o-Chlorophenol
Sand
3,160
0.93 1.0
1.0 1.0
o-Chlorophenol
Sand
lusompost
5,100
0.44 0.53 0.26 0.1
300
|
^
-
Toluene
f
250-
O-OSand
jj
A A
and
lusompost
|
O^o
.92
g.200
/a. /
c
/
0)
/
g
150
/
" I 0.70*5 / Temperature0 C5
100-
/
/
50-
/
A
/
Decimalsndicatenitialelativeoncentration
A|A
*i
1
1
1
1
1
1
1
1
1
1
1
0 10
20
30 40
50 60
Day
f
xperiment
Figure
.
Comparison
f oluene oncentrations
nPB
pipe
water
rom sand nd
sand
plus ompost
nsaturated-soil
olumn
vessels
sealed withPTFE-coated
epta
and screw
aps
and then
entrifuged
t
5,000
rpm
for 0
min.The
supernatant
was then
nalyzed
n he amemanners
thepipe- ater amples.
Results
Competitiveorption
f
organic
hemi-
cals
by
soils and
plastic
pipes.
Results
from
duplicate
xperiment
nwhich wo
identicalcolumnswere contaminated
with
oluene
howed hat
oil-pore
olu-
ene concentrations
ere imilar
hrough-
out the
45-day xperiment.
ipe-water
toluene oncentrations
n both olumns
and n two
pipes
containednthe same
columnwere lmost dentical.hese re-
sults ndicate hat he
experiments
re
reproducible
nd that he toluene on-
centrations
were uniform
hroughout
each column.
PB
pipes
[1.9-cm
0.75-in.)]
were ex-
posed
to toluene
n
separate
olumns
containing
AD,
RFS,
and CFSL soils.
Soils were added to the
columns,
nd
after aturation ith
water,
.6
mL
tolu-
ene was added. On
days
8
and
19,
ddi-
tional oluene
0.5mL)
wasadded o ach
column o maintain
he
soil-pore-water
toluene oncentration
Figure
1).
With
the amemass
f
oluene
n
ach
olumn,
the
oil-pore-water
oluene oncentration
was lowestin the CAD soil
column,
which
had
the
highest rganic
arbon
88
RESEARCHND ECHNOLOGY
content
3.9
percent),
nd
highest
nthe
CFSL soil
column,
hich ad the owest
organic
arbon ontent
0.8
percent).
Figure
shows hat he
oil-pore-water
toluene oncentrationad a marked f-
fect nthe
oluene
reakthrough
nto he
pipe
water.
n
the
CFSL
soil,
which ad
the
highest
oncentrationftoluene
n
the
soil-pore
water,
breakthrough
c-
curred
fter
pproximately
4
days;
n
theRFS
soil,
which
ad
an ntermediate
concentration
f oluene
n the
oil-pore
water,
reakthrough
ccurred fter
p-
proximately
6
days;
n
the
CAD
soil,
whichhad the
owest oncentration
f
toluene
n
the
soil-pore
water,
break-
through
idnot ccur ntil
fter 0
days.
A
similar
xperiment
as carried
ut
with 1.9-cm
0.75-in.)
B
pipe
nwater-
saturated and
(a
popular ipe-bedding
material) nd water-saturatedand to
which
approximately
0
percent by
weight ompost
had
been added.
The
goal
of his
xperiment
as to
determine
whether
ompost
ould
be added to
in-
crease
the amount
f
organic
hemical
sorbed,
herebyffording
ome
degree
of
protection gainst
permeation.
ni-
tially,
.2
mL
oluene
was
added;
n
addi-
tional
aliquot
of 0.5
mL
toluene
was
addedon
days
, 8,
and19.
In the column
ontaining
and
only,
the
concentration
ftoluene
n the soil-
pore
water as
nitially
uch
igher
han
that n the column
ontaining
and and
compostFigure
)
This
llowed much
faster oluene
breakthrough
about
25
versus
0
days).
The
greater
oluene
p-
take
s
a result f
pipepermeation
n
he
sand column aused a
more
rapid
de-
crease
n
he oluene
oncentration
n
he
soil-pore
ater n this olumn
ollowing
thefinal
ddition
f oluene
n
day
19.
Experimentssimilar to those de-
scribed
were
arried
ut
using
olumns
containing
.9-cm
0.75-in)
B
pipes
nd
RFS
soil,
CFSL
soil, and,
nd mixture
of sand and
compost
nd the
organic
chemicals
1,2-dichlorobenzene,
richlo-
roethylene,
nd 0-chloro
henol.
Results
were imilar
o those
eported
the on-
centrationf
organic
hemicals
n
the
soil-pore
aterdecreasedwith ncreas-
ing rganic
arbon ontentn he oil nd
apparent
reakthrough
imes ncreased.
The
predicted
nitial oncentration
f
organic
hemicals
n
the
oil-pore
ater
for ach soil
was
compared
ith heex-
perimentally
easured alue
using
he
experimentallyeterminedartitiono-
efficients15etween
he oil ndwater
or
a
particular
rganic
hemical
ndvalues
predicted
rom
olubility
Eq
1)
and
K0w
(Eq
2),
the nitial oil
mass,
the
nitial
water
mass,
nd
the nitial mount
for-
ganic
hemical
njected
y
massbalance.
As shown n Table
4,
measured
on-
centrationsf
trichloroethylene
n
the
soil-pore
water were lower
than
pre-
dicted
rom he sotherms
or ll
soils,
particularly
and and
RFS
soil,
probably
as a result f he
rapid ptake
f richlo-
roethylene
y
the
PB
pipes
the
values
determined
xperimentally
ere ob-
tained ne
day
fter
rganic
hemical d-
dition)Even o, heresafairgreement
between
redicted
nd
measured nitial
concentrations
f
toluene, ,2-dichloro-
benzene,
nd
0-chlorophenol
n
the
oil-
pore
water. Differences etween
pre-
dicted and
experimental
alues were
probably
lso because
of differences
n
soil
preparation
etween
he sotherm
studies
and the
column
xperiments.
Soils used
in
the
sotherms ere care-
fully
ieved
o removemost f he
roots,
debris,
nd
pebbles,
whereas
the soil
used
n
he
olumn
xperiments
as
only
roughly
leaned
of
larger
rocks and
clumps
f oots.
Predictions
singEqs
1
and
2 are in
fairlyood greementithmeasuredal-
ues
except
when and
nd
compost
ere
involved.his
discrepancy
s not
urpris-
ing
because
the
predictive
quations
were
developed
or
oil,
not
ompost.
n
general,
redictions
rom
olubilityEq
1)
appear
o be better
han hose from
ifow
Eq
2)
however,
oth
quations ive
good
first
stimates
f the
equilibrium
concentrations
n the
oil-pore
ater.
Unsaturated
ompetitive
orption
xperi-
ments. n unsaturated-soil-column
x-
periment
as conducted
o determine
whether
uniform
istribution
f
rganic
JOURNAL
WWA
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8/10/2019 The Effect of Soils on the Permeation of Plastic Pipes by Organic Chemicals
6/8
chemical
n the
oilwas
being
chieved.
Concentrations
f
toluene
n
the
pipe
water ere
monitored
n
wo
ipes laced
in
RFS
soil.The toluene
oncentration
n
water
in
the
two
pipes
was
similar
throughout
he
xperiment.
Unsaturated
oil-column
xperimental
results
on
CAD, RFS,
and
CFSL soils
(Figure
)
show hat
or ll
of hese oils
(which orbed pproximatelyhe same
amountof
toluene,
Table
5)
toluene
breakthrough
as much
faster
n the
RFS and
CFSL
soils han
n heCAD
soil.
These differences
n
breakthrough
ime
were a
result f
the different
oil-pore-
vapor
oluene
oncentrations.
he
rela-
tive
oncentrationf
toluene
n
the soil
pore
in
equilibrium
ith
he soil
was
found o
be 0.53
for he
CAD
soil,
.98for
the
RFS
soil,
nd 0.93
for he
CFSL soil
(Table5)
These results
re reflected
n
Figure
4,
which hows
that
he fastest
breakthrough
nd
highest
oncentration
of oluene
n
the
pipe
water re
foundn
the
oilwith
he
highest
ore-vapor
on-
centration.hese results re consistent
with he act
hat heCAD soilhas
a much
higher
rganic
arbon ontent han
i-
ther
he
RFS or CFSLsoils.
The results
f nsaturated-soil-column
experiments
n toluene
nd sand
and
sand
plus
ompost
ndicated
hat oluene
breakthrough
as
much faster
n the
sand han
n
the and
plus
ompost
ven
though
he
and
plus
ompost
ontained
approximately
.5 times more toluene
than he
sand
Figure
).
Again,
his e-
sult an
be
explained y
comparing
he
relative oluene
oncentration
n
the
oil
pores
measured
y
headspace nalysis.
For he
and
plus ompost,
his alue
was
0.7;for he and lone, twas 0.92.
The results
f nsaturated-soil-column
experiments
n
trichloroethylene
nd
o-
chlorophenol
nd RFS
soil, sand,
and
sand
plus
compost
were
very
imilar
o
those
escribed arlier.
he soil
with he
highestpore-gas
oncentration
sand)
permeated
he
PB
pipes
most
rapidly,
and he oil
with he owest
ore-gas
on-
centration
RFS)
yielded
he owest
er-
meation ate
rrespective
f the actual
mass of
organic
hemical
resent
n the
column.
Unsaturated-soil-column
xperiments
were unsuccessful
with
1,2-dichloro-
benzene because
(1)
the
1,2-dichloro-
benzene reakthroughimewasgreater
than 0
days
trelative
oncentration
.8,
(2)
the mass of
1,2-dichlorobenzene
sorbed
by
soils was
only pproximately
1,250
mg/l,000g
or
FS
oil,
nd
3)
the
1,2-dichlorobenzene
artition
oefficient
with
PB was
very
high approximately
25,000
t
activity
.70).
8
For these
rea-
sons,
the concentrationf
1,2-dichloro-
benzene
n
the
soil-pore as
in the col-
umns
dropped
rapidly
during
the
experiment,
nd
the
PB
pipes
werenot
permeated
o a detectable
egree
even
after 0
days.
NOVEMBER991
S
100
|
Toluene
>
"
O
Bottle
xperiments
8.
A
aturated-soil-column
xperiments
2
75
Unsaturated-soil-column
xperiments
2
c
-
cJ
A
1
f
50-
AO
o
*-
&o
m
g
u
Temperature
0 C
o
=
5
A
A
I o
0-|
i
1
1
1
1
1
1
1
1
1
0.0
0.2
0.4 0.6
0.8
1.0
Relativeoncentration
Figure
.
Comparison
f he
ime eeded
o reach
tolueneoncentration
f
1
mg/L
n
the
pipe
water
or he
bottle,
aturated-soil,
ndtheunsaturated-soil
x-
periments
75 1
o
c
0
1
60-
g
Trichloroethylene
g
2
O
Bottle
xperiments
0
A
aturated-soil-column
xperiments
o.
45-
nsaturated-soil-column
xperiments
a
22
2
c
30-
1
E
O
. Temperature0 C15- A
A
o
S
A
H
1
'
1
1
1
1
1
o.o
0.2
0.4
0.6
0.8
1.0
Relative
oncentration
Figure
.
Comparison
f
he ime
eeded
o
reach
trichloroethylene
oncentra-
tion
f
1
mg/L
n the
pipe
water
or he
bottle,
aturated-soil,
nd
the
unsatu-
rated-soil
xperiments
00-
1,2-Dichlorobenzene
a
>
^
O
Bottle
xperiments
8.
A
aturated-soil-column
xperiments
8
E
150
a>
cc
o
c
J|100-
A
|i
-
o
iE
Temperature
0 C
5 50- A
Q
C
8
"
O
3
o-|
1
1
1
1
1
1
i
|
i
|
0.0
0.2
0.4
0.6
0.8
1.0
Relative
oncentration
Figure
.
Comparison
f
hetime
needed
oreach
1,2-dichlorobenzene
on-
centration
f 1
mg/L
n the
pipe
water
or
he
bottle
nd
saturated-soil
xperi-
ments
300-1
o-Chlorophenol
2g0
O
Bottle
xperiments
.2 A aturated-soil-column
xperiments
2
Unsaturated-soil-column
xperiments
0 0
g
200
o
o
If
{'" A a O
o
EE
A
O
|l00-
E
8.^
a
-
1
50-
A
Temperature
0 C
o-|
.
1
i
1
1
1
1
1
.
1
0.0
0.2 0.4
0.6 0.8
1.0
Relativeoncentration
Figure
.
Comparison
f he ime
eeded o reach
n
0-chlorophenol
oncentra-
tion f 10
mg/L
n the
pipe
water or
he
bottle,
aturated-soil,
nd the
unsatu-
rated-soil
xperiments
THOMAS
.HOLSENETAL9
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8/10/2019 The Effect of Soils on the Permeation of Plastic Pipes by Organic Chemicals
7/8
Measured nd
predicted
elative on-
centrationsortheentire
ange
of or-
ganic
hemicals
nd oils
Table5)
show
excellent
greement
xcept
for
xperi-
ments
n
which
ompost
was
used. The
predicted
oncentrationf
rganic
hem-
ical nthe
vaporphase
was obtained
y
dividing
he
mount f
organic
hemical
sorbed
mg/
,000
g
soil)
by
ts
experi-
mentallyeterminedartitionoefficient
or
partition
oefficients
btained rom
Eqs
1
and 2.
These resultsmust hen e
divided
y
the
aqueous
solubility
f he
organic
hemical
in
milligrams
er
itre)
to
obtain relative
oncentration.
The times
equired
oreach
oncentra-
tions f
1
mg/L,
mg/L, mg/L,
nd
10
mg/L,
espectively,
or
oluene,
richlo-
roethylene,,2-dichlorobenzene,
nd o-
chlorophenol
n
the
pipe
water
or nsat-
urated oils re
compared
ith he
imes
required
or
aturated
oil and
pipe-bot-
tle
experiments18
n
Figures
-9.
The
graphs
re
plotted
nterms
f he
day
f he
xperiment
oreach
pipe-wa-
ter oncentrationf1or 10mg/L ersus
external
ater r
soil-pore
ater
elative
concentration
o that
he
experimental
results an
be
compared
ven
though
they
were not
run t
exactly
he
same
externalelative
oncentrations.
he re-
sults of thetwo
types
of
experiments
agree
very
well
ven
though
he
experi-
ments
differeds
follows:
1)
organic
chemicals
were dded
to the
pipe-bottle
experiments
everal imes
ach week
o
keep
the external
oncentration
airly
constant,
o the
xternal
rganic
hemi-
cal
concentrationn
the
pipe-bottle
x-
periments
luctuated
great
dealmore
than n
he
oil-column
xperiments,
nd
(2) the emperaturef hepipe-bottlex-
periments
as
more
closely
ontrolled
than
n
the oil-column
xperiments.
For
1,2-dichlorobenzene,
oluene,
nd
trichloroethylene,
hetime hatwas
re-
quired
o
reach
1
mg/L
n
he
pipe
water,
at
the same
external
elative
oncentra-
tion,
was the ame
regardless
f
heex-
ternal
hase.
A
comparison
f the
time thatwas
needed in
order o reach a
pipe-water
concentrationf
0
mg/L
-chloro
henol
for
he
pipe-bottle
xperiments
nd soil-
column
experiments
onducted with
0.75-in.
B
pipe Figure
)
shows
hat he
saturated oilresults o
not
gree
with
theunsaturatedoilresults r thepipe-
bottle
esults,
articularly
trelativeon-
centrations
bove0.2.
This ackof
gree-
ment
may
have been
caused
by poor
mixing
nthe
saturated-soil-columnx-
periments.
en times
s much
organic
chemicalwas
addedto the
0-chlorophe-
nol
olumns
50
mL)
s to
ny
f he
ther
soil
columns.This
may
have
allowed
small
pockets
f
ssentially ure
0-chlo-
rophenol
o be in
contact ith he
pipes
during
he
nitial
tages
of the
experi-
ment,
esulting
n
much aster
-chloro-
phenol
reakthrough.
90
RESEARCHND
ECHNOLOGY
The
results f
hese
xperiments
ndi-
cate that
he
concentrationf
organic
chemical
n
the
soil
pore
controls
he
permeation
ate and
that he
soil-pore
concentrationan
be
predicted
rom x-
perimentally
eterminedr
empirically
predicted artition
oefficients
etween
the
oil ndwater
or
particular
rganic
chemical
f
he
nitialoil
mass,
he
nitial
watermass, ndtheamount forganic
chemical
re
known. he
experimental
results lso
ndicate hat
ipes
buried n
soils
high
n
organic
arbon
ontent r
that heuse of
ompost
o
ncrease soil
organic
carbon
content
ncreased he
time
equired
o
organic
hemical reak-
throughompared
with
ipes
buried
n
soils ow n
organic
arbon
ontent;
ow-
ever,
n
none f
he
xperiments
as
per-
meation
liminated.
Mass transfer
imitations
The
possibility
f
mass
ransfer
imita-
tions
etween he
phase
external o the
pipe
nd the
plastic
ipe
wall
tselfmust
be considered efore aturated-soil-col-
umn esults re
applied
o
actual
erme-
ation vents
ecause
hese
olumns
ere
mixed.
Mass
transfer
imitations an
occur
when
rganic
hemical
bsorption
by
the
pipe
wall s
fast
nough
o
de-
crease
the
externaloncentrationf
or-
ganic
chemical
mmediately
djacent
o
the
pipe
wall. his
decrease
n
oncentra-
tionwould
ccur
f
he
organic
hemical
flux
ntothe
pipe
wall s similar
o or
larger
than the
movement f
organic
chemical
p
to the
pipe
wall.The bound-
ary ayer
reated
y
his
decrease n
ex-
ternal
organic
hemical
oncentration
would
ncrease
he amount f
time
re-
quired or norganichemical operme-
ate a
plastic
ipe
because he
pipe
would
be
exposed
o a
concentrationess than
that
een
n
the
bulk
xternal
hase.
The
flux f n
organic
hemicals char-
acterized
y
multiplying
ts
diffusiono-
efficient
y
ts
concentration
radient
n
the media of nterest.
ecause
plastic
pipes
re buried n
soil
n
which he oil
pores
re
filled
with itherwater
r
air,
diffusion
oefficientsf
organic
hemi-
cals
through
oth
aturatednd
unsatu-
rated oilsmust e
considered.oils
gen-
erally
decrease air or
water
diffusion
coefficients
y
one
ortwo
rders f
mag-
nitude,
primarily
ecause of
the de-
creasedarea available ordiffusionnd
the
tortuous
ath
that the
chemicals
must follow.
Diffusion
coefficients
throughtagnant
ater
re on the
order
of 10"
cm2/s,
nd diffusion
oefficients
through
tagnant
ir are
on theorder f
10"1
m2/s.
Thus,
for
aturated
oils,
diffusion
oefficientsill e on the
rder
of 10"6
m2/s
nd for nsaturated
oils,
on
theorder f10"2
m2/s.
iffusiono-
efficients
hrough
B
andPE
pipe
re on
theorder
f10"
cm2/s.18
The diffusion
oefficients
hrough
oil
are several
orders f
magnitudearger
than
the
diffusion
oefficients
hrough
the
plastic
ipe
wall;
however,
ecause
the
concentration
radient
n
the
plastic
may
be
several orders of
magnitude
greater
han n the
soil,18
here s
the
possibility
f
xternal-phase
ass trans-
fer
imitations,
articularly
n
saturated
soil.
However,
oil-pore
ater nd soil-
pore
gases
are
constantlymoving
e-
cause ofpressure radientsndgravity,
whichwill
hinder
he
development
f
boundaryayer.
Analysis
f
potential
ermeation
vents
These
experimental
esults
can be
used
to
develop
method o
assess the
potential
f
soil o
nfluencehe
perme-
ation f
plastic
ipes
by organic
hemi-
cals. t has
been shown
hat he
relative
organic
hemical
oncentrationn
the
soil
pores
controls he rate
of
permea-
tion.
herefore,
he oilmust e
analyzed
in
uch
way
hat he elative
oncentra-
tion
f
rganic
hemicaln
the oil
pores
can be
predicted.
Inorder o ccomplishhis,wo hings
must
e
known: he mount f
hemical
sorbed n the
oil andthe oil's
organic
carbon
ontent. he
amount f
organic
chemical orbed n
the oil
an bedeter-
mined either
by
purge-and-trap
ech-
niques
n
which
known
mount f oil
is
placed
n
glassvessel,
nd he
orbed
organic
hemicals
stripped
rom
he oil
with n
inert
as
and
ntroduced
nto
GC for
quantification.
lternatively,
known
mount f soil
can be
extracted
with
known
mount f
uitable
olvent
(e.g.,
1:1 hexane:
cetone),
he
mixture
centrifuged,
nd the
supernatant
na-
lyzed
hromatographically.
Theorganicarbon ontentf he oils
can be
determined
sing
the
modified
Mebius
procedure.20
nce
the
organic
carbonontentf he
oil nd
he
mount
of
rganic
hemical
orbed
y
he oil s
known,
he
Koc
or ach
chemical an be
calculated rom
q
1
or
2
or
he
quations
in
reference.
The
partition
oefficientetween
he
organic
hemical nd the
soil,
Kp,
can
then e calculated
y
multiplying
oc
y
oc.
The concentration
f the
organic
chemical
n
the
pore pace
Cp)
can then
be
predicted
y dividing
he amount f
organic
chemical sorbed on
the soil
(mg/1,000
soil)
by
Kp.
The
organic
chemical ore pacerelativeoncentra-
tion
an then
e determined
ydividing
Cp
by
he
organic
hemical
queous
sol-
ubility
n
milligrams
er
itre.
For
example,
onsider soil
with n
organic
arbon ontent
f
2
percent
nd
a
sorbedtoluene
oncentrationf 863
mg/1,000
soil.
Because
Koc
or
oluene
is 186
determined
ith
q
1)
Kp
s 186
x
0.02
3.7,
nd
Cp
s
863/3.7
232
mg/L.
The relative
oncentrationftoluenen
the oil
pores
s
232/515
0.45
515
s the
aqueous
solubility
f
toluene
n milli-
gramsper litre).
f t is
assumed that
JOURNAL
WWA
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8/10/2019 The Effect of Soils on the Permeation of Plastic Pipes by Organic Chemicals
8/8
relative oncentrationnd
activity
re
equivalent,
his alue anthen e used to
make
predictions
bout he ime eeded
to reach detectableevelsof toluene n
the
pipe
using echniques
escribedn
Park t
al18 r
Figures
-9.
This calculation
ssumes hat he
par-
titionoefficient
p
s inear t ll relative
concentrations,
ut
n
actuality
t
gener-
allyncreases onlinearlyt relativeon-
centrations
0.5. At relative oncentra-
tions
>0.5,
this methodwould tend to
overestimate
he
organic
hemical ela-
tive
oncentration,
aking
t conserva-
tive
pproach.
his
type
f alculations
also
appropriate
or
organic
chemical
mixturest owrelative oncentrations.
Effectsf
backfill
ype
n
permeation
If
properly
esigned,
hebackfill sed
to surround
plastic ipe
can
help
imit
its
susceptibility
o
permeationy
sorb-
ing
contaminants,
hereby ecreasing
their
oncentrations,
nd/or
physically
limiting
ontaminantccess to the
pipe
bycreatingn impermeablearrier. s
shownnthis
work,
oilsof
high rganic
carbon ontentr theaddition f a soil
with
igh rganic
arbon ontento soil
of ow
organic
arbon ontent ould be
used to
significantly
ncrease he time
needed o
permeate pipe
nd
thus
ig-
nificantly
ecrease the final oncentra-
tion f he ontaminant
n
he
pipe
water.
Alternatively,ine-grainedompressible
soils such as
clay
ouldbe used to imit
themovementf contaminantnd
phys-
ically rotect
buried
ipe
from
ermea-
tion.
Unfortunately,laysgenerally
ave
a
very
ow
organic
arbon ontent nd
therefore ow
sorptive apacity.
The
types f and ommonlysed as backfill
material ffordittle
protection
o the
pipe
because
they
ave
very
ow
organic
carbon ontent nd therefore
ery
ow
sorptive apacity
nd
very
highperme-
ability
ecauseof heir
arge article
ize.
For these
reasons,
and shouldnotbe
used as backfill
xcept
where
bsolutely
necessary,
nd,
at a
minimum,
ative
soils shouldbe used in
their
lace
be-
cause
they enerally
ave
higher rganic
carbon contents
nd lower
permeabil-
itiesthan and. t must
be
noted,
how-
ever,
hat he
use of soils with
igh
or-
ganic
carbon content
and/or
low
permeability
annotbe used
to assure
protectionfplastic ipesfrom ermea-
tion
y rganic
hemicals
they
an
only
be
used to decrease he
number f
per-
meationncidents.
Conclusions
The results
eported
erehave hown
that .75-in.
olybutyleneipes
buried
n
both
water-saturatednd
unsaturated
soils contaminated
ith
oluene,
richlo-
roethylene,
,2-dichlorobenzene,
nd o-
chlorophenol
ere
permeated
o detect-
able evels n 1
to 150
days, epending
n
the
organic
hemical nd ts
concentra-
NOVEMBER991
tion. At
equivalent
relative concen-
tration,
he
pipes
were
permeated
he
fastest
y
trichloro
thylene,
ollowed
y
toluene,
,2-dichlorobenzene,
nd0-chlo-
rophenol. omparison
f these soil-col-
umn esults ith
ipe-bottlexperiments
containing
o soil ndicate hat he con-
centrationf
rganic
hemical
n
he oil
pore space
controls oth the rate and
extent forganic hemical ermeation
through
uried
lastic ipes.
The
results
also ndicate hat
nder therwisedenti-
cal
conditions,
lastic ipes
buried
n
oil
of
high organic
arbon ontent
will
be
permeated
more
lowly
han
pipe
bur-
ied in a soil of ow
organic
arbon on-
tent. ven
o,
soils of
very igh rganic
carbon
content
annotbe reliedon to
protect lastic ipe
from
ermeation
y
organic
hemicals.
The
types
of
sand
commonly
sed as backfillmaterial hat
have both
very
ow
organic
arbon on-
tent nd
veryhigh permeability
fford
little
rotectiongainst ipepermeation.
Thus,
and hould ot e used s backfill
for lastic ipes xceptwhere bsolutely
necessary,
nd,
at a
minimum,
ative
soils shouldbe used intheir
lace
be-
cause of heir
igher rganic
arbon on-
tent nd
ower
ermeability.
Acknowledgment
Thisresearchwas funded
y
theCali-
fornia
Department
f HealthServices
andwas conducted
y
he
Department
f
Civil
Engineering
nd
the
Sanitary
nd
EnvironmentalealthResearch abora-
tory, niversity
fCaliforniat
Berkeley.
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THOMAS.HOLSENTAL
91
t
About
Engineering
an
of
State
ment,
60616.
in
Thomas
Technology,
the
assistant
St.,
Illinois
Environmental
A
the
M.
graduate
Chicago,
Holsen
authors:
professor
Institute
Depart-
3200
IL
S.
of
ishomasM. Holsen s
an assistant
rofessor
in theEnvironmental
Engineering
epart-
ment,
llinois nstitute
of
Technology,
200 S.
State
St.,
Chicago,
L
60616. A
graduate
f
the
University
fCalifornia,
erkeley,
ith
BS, MS, and PhD degrees, olsen s a
member
flAWPRC,CS,
nd
AEEP. His
work asbeen
ublished
reviously
ryour-
nal AWWA nd
Journal
WPCF.
Jae
K.
Park s n assistant
rofessor
t the
Univer-
sity
f
Wisconsin
Madison),
415
Johnson
Dr.,
Madison,
WI 3706.Laurent ontoux
is a
researchcientist ith rocter
Gam-
ble,
uropean
echnical
enter,
emselan
100
B-1820
Strombeekbever,
elgium.
David
Jenkins
s a
professor
nd Robert.
Selleck
s
professor
meritusn
the
epart-
ment
f
Civil
Engineering,niversity
f
California,
erkeley,
A 94720.
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