Effect of PCB Bioavailability Changes in Sediments on

Sep 24, 2015 - In situ sediment amendment with sorbents such as activated carbon (AC) can effectively reduce the bioavailability of hydrophobic organi...
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The effect of PCB bioavailability changes in sediments on bioaccumulation in fish Hilda Fadaei, Aaron Watson, Allen Place, John P. Connolly, and Upal Ghosh Environ. Sci. Technol., Just Accepted Manuscript • Publication Date (Web): 24 Sep 2015 Downloaded from http://pubs.acs.org on October 4, 2015

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Environmental Science & Technology

The effect of PCB bioavailability changes in sediments on bioaccumulation in fish

2  3  4  5  6  7  8  9  10  11  12  13  14  15  16 

Hilda Fadaei1, Aaron Watson2, Allen Place3, John Connolly4, and Upal Ghosh1*

17  18  19  20  21  22  23  24  25  26  27  28  29  30  31  32 

In-situ sediment amendment with sorbents such as activated carbon (AC) can effectively reduce the bioavailability of hydrophobic organic chemicals such as polychlorinated biphenyls (PCBs). However, there is limited experimental or modeling assessment of how bioavailability changes in sediments impact bioaccumulation in fish – the primary risk driver for exposure to humans and top predators in the aquatic ecosystem. In the present study we performed laboratory aquarium experiments and modeling to explore how PCB sorption in sediments impacted exposure pathways and bioaccumulation in fish. Results showed that freely dissolved PCBs in porewater and overlying water measured by passive sampling were reduced by more than 95% upon amendment with 4.5% fine granular AC. The amendment also reduced the PCB uptake in fish by 87% after 90 days of exposure. Measured freely dissolved concentrations were incorporated in equilibrium and kinetic models for predicting uptake by fish. Predicted uptake using the kinetic model was generally within a factor of 2 for total PCBs measured in fish. The kinetic model output was most sensitive to overlying water PCBs, lipid fraction, and dissolved oxygen concentration (regulating gill ventilation). Our results indicate that by incorporating changes in freely dissolved PCB concentrations in bioaccumulation models it is possible to predict effectiveness of sediment remediation in reducing PCB uptake in fish.

1

Department of Chemical, Biochemical, and Environmental Engineering, University of Maryland Baltimore County, 1000 Hilltop Circle, Baltimore, Maryland 21250, United States 2

Marine Resources Research Institute, South Carolina Department of Natural Resources, 217 Fort Johnson Road, Charleston, SC 29412 3

Institute of Marine and Environmental Technology, UMCES, Columbus Center, 701 East Pratt St. Baltimore, Maryland 21202, United States 4

Anchor QEA, LLC, 123 Tice Boulevard, Suite 205, Woodcliff Lake, NJ 07677

Abstract

33  34  35 

*

Corresponding author: Email: [email protected] Phone: 410-455-8665

36 

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INTRODUCTION

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Polychlorinated biphenyls (PCBs) in polluted sediments can be taken up by pelagic or benthic

39 

organisms through two major pathways: absorption from water and ingestion of contaminated

40 

food and sediment.1 Recent findings indicate that the freely dissolved concentration of PCBs in

41 

porewater is the driving force for transport to the water column and bioaccumulation in benthic

42 

organisms. Porewater PCBs can be attenuated by the presence of natural or anthropogenic black

43 

carbon (BC) and the strong binding of these chemicals to BC can reduce the bioavailability to

44 

benthic organisms.2-4 Based on this emerging understanding of PCB bioavailability in sediments,

45 

amendment of contaminated sediment with sorbent activated carbon (AC) has gained attention in

46 

recent years as a non-removal, in-situ remediation technology. AC amendment has been

47 

demonstrated to reduce porewater concentration of PCBs and reduce biouptake by deposit and

48 

filter feeders.5-7 Successful laboratory and pilot-scale studies5 has led to an emerging

49 

consideration of this new technology for sediment remediation as described in a recent USEPA

50 

directive on in-situ amendments 8 and USEPA proposed remedial action for the Superfund site in

51 

Housatonic River.9 While there is general agreement that sorbent amendments reduce

52 

bioavailability of PCBs to the food chain, there is a lack of quantitative understanding on how

53 

reductions in sediment porewater concentrations and reduced uptake at the base of the food chain

54 

impact accumulation in fish, the primary driver for PCB exposure to humans and top predatory

55 

animals.

56 

Food chain models are available that can be used to predict uptake of PCBs in a range of aquatic

57 

animals. However, there is limited knowledge of the ability of food chain models to predict PCB

58 

levels in fish after AC-treatment of the sediment either in laboratory or field settings. A common

59 

practice in remedial investigations at PCB contaminated sediment sites involves using biota-

60 

sediment accumulation factors (BSAFs) to calculate contaminant concentrations in benthic

61 

invertebrates from bulk sediment and empirical or literature-based partition coefficients to

62 

calculate porewater concentrations from bulk sediment concentrations. (e.g., Upper Hudson

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River10; Housatonic River11; Grasse River12) However, BSAFs and partition coefficients are

64 

notoriously unreliable and have a wide range of variability.13, 14 This uncertainty is

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accommodated by adjusting other model parameters as necessary to calibrate the model to

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contaminant concentrations measured in the water column and fish. The uncertainty of BSAFs 2   

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and partition coefficients is magnified when sediments are amended with AC or other strong

68 

sorbents in an effort to reduce porewater concentrations and bioavailability. If accurate freely

69 

dissolved porewater and overlying water concentrations of PCBs can be measured directly, or

70 

computed, and used as inputs in bioaccumulation models, changes in biouptake resulting from

71 

sorbent amendment may be predicted more reliably. Experimental validation of this approach for

72 

predicting changes in PCB uptake by fish can lead to credible models that allow quick

73 

assessment of remediation progress by monitoring the critical exposure pathways to fish (benthic

74 

organisms, porewater, and overlying water). Passive sampling can be a robust method for

75 

measuring freely dissolved concentrations in water, especially for strongly hydrophobic

76 

compounds like PCBs.15, 16 Previous work by Werner et al.17 showed that sediment porewater

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PCB data can be used to predict uptake by freshwater and marine benthic organisms.

78  79 

A recent study by Kupryianchyk et al.18 investigated the effect of different AC treatments on

80 

reducing bioavailability to fish as well as the potential side effects of the treatment. The results

81 

showed reductions in PCB uptake by macroinvertebrates and fish in systems treated with either

82 

granular or powdered AC, with greater uptake reduction in the latter case. That study however,

83 

did not attempt to explain the observations using a mechanistic biouptake model that can be used

84 

to link bioavailability changes in sediment to reduction of uptake in fish.

85  86 

In the present study we report results of a laboratory aquarium study where we evaluated the

87 

effect of in-situ treatment of sediment with AC on PCB accumulation in fish. The objectives of

88 

this study were to evaluate whether previously reported results of PCB bioavailability reduction

89 

in benthic invertebrates is also observed in fish, and to test existing approaches of modeling PCB

90 

uptake in fish to predict changes observed when the sediment is treated with AC. A passive

91 

sampling approach was used to directly measure freely dissolved PCBs in porewater and surface

92 

water. Ultimately, a sensitivity analysis was performed to serve as a guide for identifying the

93 

crucial parameters of the model that need to be measured accurately to reduce uncertainty in the

94 

model predictions.

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MATERIALS AND METHODS

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Sediment source

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The laboratory exposure study was performed using three types of sediment: clean sediment,

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PCB-impacted sediment, and PCB impacted sediment treated with AC in the lab. The clean

103 

sediment was obtained from the Rhode River (RR) in MD, USA. PCB impacted sediment was

104 

obtained from near-shore area outside of the activated carbon treatment areas of Grasse River

105 

(GR), NY.19 Coal-based fine granular activated carbon (Carbsorb 75-300 µm; Calgon Carbon)

106 

was added to sediments at a target dose of 4.5% by dry weight.

107  108 

Test organisms

109 

Zebrafish (Danio rerio, 8-12 week old juveniles) was used as model species to understand

110 

uptake and was cultivated in-house at the Institute of Marine and Environmental Technology.

111 

Fish were fed with fish-meal free, low PCB, plant protein based food flakes at 3.5 percent of

112 

their body weight per day which was adequate to maintain the fish at average growth.

113  114 

Measurement of aqueous concentration

115 

76 µm-thick polyoxymethylene (POM) passive samplers were pre-cleaned via an ultrasonic

116 

extraction using 50% acetone in hexane, air-dried under a fume hood for12 hours 20, and cut into

117 

strips with mass ~ 0.5 g. Aqueous PCB concentration was calculated from PCB concentration in

118 

the sampler based on KPOM values reported by Hawthorne et al.21

119  120 

Aquarium set up

121 

4 liters of sediment was added to replicate 38-L glass covered fish tanks and allowed to settle

122 

and consolidate for a few days in static water. The amount of sediment was estimated based on

123 

sediment height in the aquaria and surface area of the tanks. Tanks were arranged in a parallel

124 

flow configuration and fed with recirculating, dechlorinated tap water at a recirculation rate of 8

125 

gal/d (see Figure 1). Passive samplers were introduced in the water column and in sediment in

126 

each aquarium and 10 individuals of zebrafish were added to each tank. The chemical

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composition of the water (pH, conductivity, and alkalinity), ammonia and nitrite levels were

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monitored throughout the experiment. pH and conductivity were measured using a Horiba U-22 4   

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multiparameter probe. Alkalinity, ammonia, and nitrate were measured with water quality test

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kits (Hach Co.). Each aquarium was equipped with a heater to maintain the water temperature

131 

uniformly at 28°C, the optimal growth temperature for zebrafish, in all tanks. Tanks were

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equipped with air stones to maintain adequate oxygen level in the water. A photo period of 14

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hours of light and 10 hours of darkness was maintained in the laboratory. The water drained from

134 

the tanks was collected in two separate sumps. An activated charcoal bag was placed in each

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sump to adsorb PCBs released from the tanks and prevent cross contamination by recirculating

136 

water.

137  138 

Sampling and analysis

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Following 45-day and 90-day exposures, passive samplers were removed from the tanks, rinsed

140 

with deionized water and wiped dry. Sediment samples were collected from the tanks at the start

141 

of the experiment. Sediment and passive samplers were extracted in hexane/acetone (1:1, v/v),

142 

cleaned up, and analyzed for PCB congeners in a gas chromatograph with electron capture

143 

detection as described in Beckingham and Ghosh22. Five fish were sampled at the end of each

144 

time interval, sacrificed using dry ice, and were lyophilized and frozen until analysis. Fish tissue

145 

was ground with anhydrous sodium sulfate and extracted with hexane and acetone mixture (1:1,

146 

v/v) following method SW846 3550C. The lipids were removed by treating with concentrated

147 

sulfuric acid. Further cleanup was performed by treating the extract with activated copper and

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passing through a 3% deactivated florisil and acidified silica gel column. The eluate was

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concentrated by nitrogen evaporation and analyzed for PCB congeners as described above. Lipid

150 

content in zebrafish tissue was measured in separate samples in triplicate using the gravimetric

151 

method described by Harvey et al.23

152  153 

Total Organic Carbon (TOC), Black Carbon (BC) and Activated Carbon (AC) analyses

154 

TOC was determined by thermal combustion method on a Shimadzu TOC analyzer with a solids

155 

sample module (TOC-5000A and SSM-5000A). BC and AC contents of the sediment were

156 

measured by wet chemical oxidation pretreatment.24

157  158 

Observed sediment-water partitioning constant (Kd) calculation

159 

Measured PCB concentration in the sediment (ng/kg) and freely dissolved porewater PCB 5   

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concentration measured with passive sampling (ng/L), were used to calculate Kd from equation 1:

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1

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Modeling approach

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PCB concentration in sediment porewater

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The effect of AC on aqueous partitioning was predicted by modeling sorption to organic carbon

166 

(OC), native BC, and applied AC. Sorption to native BC was assumed to be linear17 and sorption

167 

to AC was described by a Freundlich isotherm. The first modeling effort ignored the role of the

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native black carbon pool in partitioning of PCBs (equations 2 and 3):

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2

170 



171 



3

172  173 

In the second approach, the black carbon pool was included (equations 4 and 5):

174 



175 







4

176 



177 









5

178  179 

Where CW is the porewater concentration (ng/L), fOC, fBC, and fAC are the fractions of OC, native

180 

BC, and AC in sediments, KOC and KBC are water-sorbent distribution coefficients for OC and

181 

BC, respectively with unit of (L/kg sorbent). Kd in equations 2 to 5 was defined as the ratio of

182 

measured PCB concentration in the sediment to unknown porewater concentration. CW values

183 

which satisfy equations 2 to 5 were calculated. Modeled Kd was calculated from the predicted

184 

CW (ng/L) and measured CS (ng/kg) values.

185 

KOC (L/kg OC) values for PCB congeners were estimated using equation 6.17 To use this

186 

empirical correlation the octanol-water partitioning constant (KOW (-)) was obtained from

187 

Hawker and Connell.25 log

188 

0.74 log



0.15 6

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As reported by Werner et al.17, native black carbon adsorption of PCBs is linear below the

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microgram/L concentration range. KBC (L/kg BC) was estimated using the following correlation

191 

with KOW 17:

192 

log

193 

0.91 log



1.37 7

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n and Kf values used in our modeling approach were obtained from Gomez-Eyles et al.26 where

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the same coal-based fine granular activated carbon was used in the absence of sediment. Since

196 

natural organic matter in the sediment environment attenuates adsorption of PCBs to AC, a

197 

reduction factor of 16 was applied to the obtained Kf values.27

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PCB concentration in fish

199 

Two approaches were taken in this study to estimate the PCB residue in fish. The first was the

200 

steady state approach assuming thermodynamic equilibrium between water and fish lipid. Klipid

201 

(L/kg lipid), the lipid-water equilibrium partitioning constant of PCBs, was used as a simplistic

202 

model to predict Clipid (µg/kg lipid), using CW,O (µg/L). The overlying water concentrations used

203 

as inputs to both equilibrium and kinetic models were measured by passive sampling. KOW (L/kg

204 

octanol) can be used as a surrogate to quantify chemical partitioning between the overlying water

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and the lipid fraction.17

206 



,

8

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The second approach was the kinetic approach. The two frequently used bioaccumulation models

209 

(Arnot and Gobas1 and Connolly28) were used to generate predictions, and were compared to the

210 

measured data. Environmental properties (including measured freely dissolved PCB

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concentrations in the overlying water), chemical properties of PCBs, and biological

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characteristics of the fish were incorporated into the kinetic model and input parameters were

213 

calculated independently (see Supporting Information for a more detailed discussion of the two

214 

models). To ensure that the model is representative of experiment conditions, the following

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initial assumptions were made to obtain equation 9: (1) sediment porewater contribution to the

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respiratory exchange of PCBs was assumed to be zero; (2) dietary uptake was zero (PCB-free

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food); and (3) PCB loss via metabolism was negligible. As described by Arnot and Gobas1, MB 7   

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is the mass (g) of PCB in the fish, dMB/dt is the net flux of PCB being absorbed or depurated by

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fish at any point in time t (d), WB is the wet weight of the fish (kg) at time t, k1 is the gill uptake

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rate constant (L/kg.d), mo is the fraction of the respiratory ventilation that involves overlying

221 

water (which equals 1 in this case), CW,O is the freely dissolved PCB concentration in the

222 

overlying water measured by passive sampling (g/L), k2 is the gill elimination rate constant (d-1),

223 

and ke is the fecal egestion rate constant (d-1).

224 







,

9

225 

Since concentrations in the overlying water increased over time, a linear interpolation between

226 

measured values from 0 to 45 and 45 to 90 days was used to define overlying water

227 

concentration (Figure S1).

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229 

Integration of equation 10 yields:

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, @



, @

10



11

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Where a is the rate of change of aqueous concentration and A is the constant of integration

232 

obtained by fitting equation 11 to the initial conditions.

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PCB concentrations in fish were predicted by solving for the mass of PCB in the fish at 45 and

234 

90 days and converted to lipid normalized concentration using equation 12:

235 

12

236  237 

Where Lf is the lipid content of the fish (kg lipid/kg wet weight). For more information on the

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model parameters and detailed calculations of the rate constants, see Supporting Information.

239  240 

The sensitivity of the model output to changes in each input parameter is described as:

13

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Where ΔO is the amount of change in the output (O) due to the amount of change (ΔI) in the

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input variable (I). The sensitivity of the kinetic model output to dissolved oxygen concentration,

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overlying water concentration, fish wet weight, and fish lipid fraction was calculated for

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congeners with log (KOW) values ranging from 5 to 7. Each input parameter was increased and

246 

decreased by 10% while maintaining other parameters constant.

247  248 

RESULTS AND DISCUSSION

249  250 

Sediment characteristics

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TOC content in Rhode River was measured as 3.9±0.06% by dry weight and PCB concentration

252 

was determined to be below the level of detection (0.01 μg/g dry wt.). Total PCB concentration

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in the Grasse River sediment was measured as 0.67 μg/g dry wt. and averaged 2.2±0.06% for

254 

TOC content. Sediment PCB data at a congener level is shown in Table S1.

255  256 

Aqueous PCB concentrations

257 

Total porewater dissolved PCB concentration in GR sediment was reduced from 631 (±23) to 1.3

258 

(±0.2) ng/L, 99% reduction, in 90 days after amendment with AC (Figure 2, Table S4). The

259 

reduction in porewater concentration of AC-amended field sediments was previously reported to

260 

be in the range of 70-99% for hydrophobic organic chemicals.5 Total PCB concentration in

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overlying water 90 days after AC amendment was reduced from 184 (±15) to 7.6 (±2.5) ng/L (a

262 

96% reduction) and was close to that seen in the clean RR sediment tanks (7.8 (±0.5) ng/L). In

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the untreated GR sediment tanks, porewater PCB concentrations were 3 to 7 fold higher than the

264 

overlying water concentrations, indicating sediment as the PCB source to the water column

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during the course of the experiment. Dichloro, and trichlorobiphenyls showed the highest flux

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from untreated GR sediment into the overlying water (Table S3). This concentration gradient

267 

was reversed in the AC-treated GR sediment tanks (Table S4) leading to a flux back into the

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sediment, indicating that AC-treated sediment acts as a sink (Table S3) as also reported in field

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observations by Beckingham and Ghosh.29

270  271 

Comparison of 45-day and 90-day results (588 (±16) and 631(±23)) shows that porewater

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concentrations in the untreated GR tanks were close to equilibrium after 45 days (t test, α=0.05). 9   

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The overlying water concentration however, increased from 96 ±(12) to 184 (±15) from 45 to 90

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days likely due to continued sorption and gradual saturation of the sorptive surfaces with time

275 

(pipes, sump, and charcoal bag) (Table S4). Porewater PCB concentration in control RR

276 

sediments was low and similar to that in the AC-treated GR sediment. As illustrated in Figure 1,

277 

control RR tanks received the same overlying water recirculation as the GR sediment tanks they

278 

were adjacent to. PCB data at a congener level is shown in Tables S1 and S2 for porewater and

279 

overlying water.

280  281 

Although effort was made to avoid cross contamination between the GR and RR tanks by

282 

placing an activated charcoal bag in each sump, PCBs in the effluent recycle were not totally

283 

removed by bagged AC and therefore the recycled water carried some of the overlying water

284 

PCBs between tanks. This was mainly an issue between the untreated GR tanks and the RR

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control tanks adjacent to them (Table S4). However, the resulting elevated PCB concentration in

286 

the recirculated overlying water does not impact the study because overlying water

287 

concentrations were measured directly by passive sampling and in most contaminated field sites,

288 

ongoing inputs to overlying water is a reality. In the treated GR tanks, the porewater PCB

289 

concentration also remained similar in 45 and 90 days (t test, α=0.05) and was in the range of 1-2

290 

ng/L. However, the overlying water PCB concentrations in the treated GR tanks increased from

291 

3.5 ±0.7 to 7.6 ±2.5 ng/L (mostly contributed by dichlorobiphenyls see SI) and were similar to

292 

the adjacent control tanks.

293  294 

Partitioning coefficients (Kd) for untreated and treated GR sediments were predicted with

295 

sorption models for 21 dominant congeners in water, representing di, tri, tetra, and

296 

pentachlorobiphenyls (Figure 3). The observed Kd values for untreated GR sediment (based on

297 

90-day porewater values) fell within the range predicted by Kd models with and without

298 

including BC. Observed Kd values for the treated GR sediment were nearly 2 orders of

299 

magnitude higher than untreated GR sediment, demonstrating the efficacy of AC amendment in

300 

enhancing sorption capacity of the sediment and reducing aqueous PCB concentrations. There

301 

was some scatter in the observed Kd values for the treated GR sediment partially due to the

302 

uncertainty of measurements approaching analytical detection limits. For the untreated sediment,

303 

the model based on sorption to natural organic matter (equation 2), underestimated sorption 10   

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(solid red line) while equation 4, which accounts for additional sorption to BC, overestimated

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sorption to untreated GR sediment (dashed red line). Depending on the model used (equation 2

306 

vs. 4) the predicted porewater concentrations can vary by one order of magnitude, highlighting

307 

the previously discussed uncertainty associated with standard partition coefficients for estimating

308 

porewater concentrations. PCB sorption in the treated sediment is dominated by sorption to AC.

309 

Therefore, including or not including the BC pool in the sorption model (equations 3 and 5) did

310 

not make a difference in the results for the treated sediment. The modeled results are shown in

311 

discrete gray symbols because the relationship between log Kd and log KOW is no longer linear

312 

after incorporation of Freundlich isotherm for AC (becomes concentration dependent). The

313 

sorption models overestimated Kd for treated GR sediment likely due to uncertainty in estimating

314 

actual sorption capacity of the AC in the sediment matrix.

315  316 

Bioaccumulation in fish

317 

The lipid content of the zebrafish based on wet weight was measured as 5.5±0.5%. PCB

318 

concentration in zebrafish exposed to untreated and treated GR sediments as well as control RR

319 

sediments are compared in Figure 4. The total PCB concentration in fish lipids was 27 ±1.3 µg/g

320 

in untreated GR sediment tanks and 3.5 ±0.3 µg/g in treated GR sediment tanks after 90 days

321 

exposure (87% reduction). Kupryianchyk et al.18 reported a 95% reduction in PCB uptake by

322 

Golden Orfe fish after 6 months of exposure to sediment treated with powdered AC and only

323 

45% reduction in the same fish with granular AC (0.425-1.7 mm). Observed reduction in fish

324 

lipid PCBs in our study is consistent with our use of an intermediate particle size AC (75-300

325 

µm) and shorter exposure period of 3 months. Fish PCB concentrations in control RR sediment

326 

tanks were in the range of what was measured for the fish in treated GR sediment tanks (1.8 ±0.6

327 

to 7.4 ±2.8). As discussed before, the elevated PCB levels in the fish from the control tanks is

328 

likely due to a combination of trace PCB levels in the RR sediment and a result of ongoing

329 

inputs from the overlying water of the adjacent tanks containing GR sediment. PCB results in the

330 

fish at a congener level are shown in Tables S1 and S2. The change in fish concentrations over

331 

time is shown in Figure S5. The variation between PCB levels in the fish at day 45 and day 90

332 

shows that PCB concentrations may not have reached equilibrium in the fish. Plots of log (BCF)

333 

vs. log (KOW) for fish exposed to untreated sediment are shown in Figure S6. The slopes of the

334 

line fitted to the observed data from 45 and 90 days were close to unity and an intercept close to 11   

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but less than zero indicating near octanol-like partitioning in the lipids. The observed BCF values

336 

for untreated GR sediment fell within the range predicted by modeled values based on Di Toro et

337 

al.30 and Gobas.31

338  339 

Equilibrium model

340 

Overlying water concentrations measured by passive samplers were incorporated in the

341 

equilibrium model (assuming Klipid = KOW) to predict PCB residues in fish for 34 dominant

342 

congeners (equation 8; Figure 5a). Since fish were mainly in contact with the water column,

343 

predictions were based on the overlying water concentrations. The big reduction in uptake by

344 

fish after treatment with AC was captured well by the model. There was a reasonable agreement

345 

between observed and predicted PCB concentrations in zebrafish exposed to the treated GR

346 

sediment. However, prediction of uptake for fish exposed to untreated GR sediment was higher

347 

than observed. This could be either due to overestimation of Klipid values (assumed to be KOW) or

348 

non-equilibrium conditions.

349  350 

Kinetic model

351 

Overlying water concentrations were used to predict uptake of the same 34 congeners used for

352 

the equilibrium model. Treatment trends were predicted well by the Arnot and Gobas1 kinetic

353 

model (equation 11; Figure 5b) and the root mean squared error was smaller than the values for

354 

the equilibrium model (Table S5). The predicted total PCBs for the fish exposed to untreated

355 

GR sediment exceeded the observed values by a factor of 2 (ranged from 0.1-8 for individual

356 

congeners). However, for the fish exposed to treated GR sediment the predicted total PCBs were

357 

lower than the observed values by a factor of 2 (ranged from 0.3-15 for individual congeners). It

358 

is important to recognize that the model parameters were not fitted to the experimental results

359 

but obtained from existing literature. The use of empirical correlations for estimating the model

360 

parameters such as uptake efficiency and filtration rate (equations 2 and 3 in the Supporting

361 

Information) is one possible reason for the discrepancy between the observed and predicted

362 

values. These empirical correlations in the literature were approximated based on observations

363 

over a range of fish species, which leads to variations for individual species. Further, a generic

364 

fish fecal egestion rate constant was used (equation 5 in the Supporting Information) which

365 

likely does not capture species-specific differences. Overall, the kinetic model resulted in better 12   

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predictions than the equilibrium model because it accounted for the time variable nature of

367 

uptake and loss processes (Figure S7).

368  369 

The sensitivity of the kinetic model output (Clipid) with respect to each parameter was tested for

370 

conditions in the untreated GR tanks after 90 days (Figure S8). A positive sensitivity value

371 

indicates a direct relationship between the input parameter and the output and a negative value

372 

indicates an inverse relationship. Sensitivities to the positive and negative changes were identical

373 

for overlying water concentration (CW,O) and similar for all congeners. However, the trends

374 

deviated for dissolved oxygen concentration (DO), fish wet weight (WB) and lipid fraction (Lf)

375 

due to the non-linear change of model output with respect to these parameters. For the lower

376 

chlorinated PCBs (log (KOW) less than 6), the model was most sensitive to CW,O. For log (KOW)

377 

larger than 6, the model was most sensitive to Lf, and DO and WB. For all congeners DO

378 

concentration was inversely related to the uptake as high DO reduced ventilation rate. However,

379 

this effect was less pronounced for the lower chlorinated PCBs, likely due to the faster exchange

380 

kinetics of these compounds. In contrast, for the higher chlorinated PCBs with slower mass

381 

transfer, oxygen concentration was a rate limiting factor in fish uptake. Overall, the sensitivity of

382 

the model to WB was lower compared to other three parameters over a large range of KOW. The

383 

low sensitivity to changes in WB was also reported for Gobas 29 and Thomann et al.31, 32 models.

384 

Generally, the kinetic model over-predicted the uptake of the low KOW compounds and under-

385 

predicted the uptake of the high KOW compounds (see Figure S9). There are a few possible

386 

explanations to this observation: 1) uncertainties in measuring aqueous concentrations and

387 

estimating fish ventilation rates, 2) model parameters have dependencies on KOW that may not be

388 

accurate, 3) some higher chlorinated PCBs may be coming from ingestion of sediment and/or

389 

food that picked up PCBs in the aquaria. To address the issue of ingestion exposure, equation 9

390 

was modified by the addition of incidental ingestion of food/sediment. Exposure through

391 

ingestion was calibrated (separately for the untreated and treated GR sediment) by accounting for

392 

the observed uptake of the dominant heptachlorobiphenyl PCB-180 that could not be explained

393 

by uptake solely from water (Details in the Supporting Information). Overall, including the

394 

ingestion exposure increased predicted uptake in fish, especially for the high KOW compounds

395 

(Figure 5c). Including ingestion pathway affected the predictions for treated sediment more due

396 

to the fact that water concentrations were lower in the treated GR tanks, causing ingestion of 13   

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397 

PCBs to play a significant role in uptake. The relative contribution from the ingestion pathway to

398 

overall PCB uptake increased with increasing PCB hydrophobicity due to lower solubility and

399 

thus lower exposure of the heavier PCBs through water (Figure S10). Gill uptake followed the

400 

opposite trend as respiration was the dominant exposure pathway for the more water soluble

401 

PCBs. Although net uptake was greatly reduced after sediment treatment, the percent

402 

contribution from the ingestion pathway to the total PCB uptake in fish was 17% and 69% for

403 

untreated and treated sediment, respectively. This is due to lower aqueous PCB concentrations

404 

and thus gill uptake becoming a less significant pathway (congener-specific contributions are

405 

shown in Figure S10). Assuming that the fish exposed to untreated and treated GR sediment had

406 

the same ingestion rates, the ratio of assimilation efficiencies of untreated to treated sediment-

407 

bound PCBs was calculated to be 2, indicating a reduction in assimilation efficiency of PCBs in

408 

the sediment upon amendment with AC.

409  410 

Arnot and Gobas1 and Connolly28 models were similar in terms of performance with root mean

411 

squared error values being close to each other. It should be emphasized that the predicted values

412 

generated by both models were in good agreement with the observed values (Figures 5b and

413 

S11) despite the fact that these models were not calibrated to the data. This highlights the broad

414 

applicability of such bioaccumulation models to a wide variety of environmental and biological

415 

conditions. The kinetics of uptake were modeled for congeners from tri to hexa groups, assuming

416 

constant water concentrations (Figure S12). Both models predict faster equilibrium times for

417 

lower chlorinated congeners than the higher ones due to higher mass transfer rates. Overall, the

418 

Arnot and Gobas model predicts shorter equilibration times due to faster exchange kinetics

419 

estimated by this model.

420  421 

Percent reduction in aqueous PCBs and bioaccumulation

422 

Observed percent reductions in porewater, overlying water, and fish concentrations 90 days after

423 

amendment with AC are shown in Figure 6. For porewater, overlying water, and fish the effect

424 

of the treatment after 90 days was most pronounced on congeners with log (KOW) less than 7.

425 

This is explained by faster mass transfer kinetics from sediment to AC for lower chlorinated

426 

compared to the higher chlorinated PCBs and greater bioavailability of these compounds.

427 

Porewater and overlying water showed similar reductions over the log (KOW) range because 14   

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428 

overlying water concentration is controlled by the flux from sediment and therefore reductions in

429 

porewater concentrations translate to reductions in overlying water. It is noteworthy that the

430 

observed reduction in fish was less than reductions observed in the overlying water, likely due to

431 

the concentrations in fish having not reached equilibrium in 90 days. To confirm this hypothesis,

432 

long-term simulations were conducted with the kinetic model for 120,150,180 and 210 days of

433 

exposure. The predictions for the 180 and 210-day exposures were not statistically different.

434 

Therefore, the 210-day results are shown in Figure 6. The predicted reduction in fish at

435 

equilibrium (green triangles) matched with reductions in porewater and overlying water. Thus,

436 

in the long-term in the field, the percent reductions observed in the porewater and water column

437 

is expected to be reflected in reductions in fish (in the absence of other ongoing inputs to the

438 

system).

439  440  441  442 

IMPLICATIONS OF THIS RESEARCH

443 

organisms can be reduced by amending with strong sorbents that attenuate sediment porewater

444 

concentrations, there is a lack of data on how fish responds to bioavailability changes in

445 

sediment. Results presented here confirm that indeed bioavailability changes in sediment are

446 

reflected in uptake in fish, primarily through reductions in PCB flux from sediments. In this

447 

work we explain those observations also through direct measurement of freely dissolved

448 

porewater and overlying water concentrations and modeling uptake pathways to fish to

449 

mechanistically explain the experimental results. The research also addresses a key challenge in

450 

monitoring effectiveness of in-situ remedies by demonstrating that by targeting assessment of

451 

exposure pathways to fish and measuring freely dissolved concentrations in overlying water

452 

using passive sampling, we can make reasonable assessments of long-term recovery of PCB

453 

residues in fish. However, it is noteworthy that these direct measurements will not replace freely

454 

dissolved concentrations computed from fate and transport models when long-term predictions

455 

are needed. Bioaccumulation models can be linked to fate and transport models which rely on

456 

robust partitioning estimates and include contributions from ongoing inputs in the field. Once

457 

linked, this combination can capture the effect of ongoing external PCB loads 33, 34 and predict

458 

PCB concentrations in fish tissue over time. After validation, such models can also be used as a

While numerous studies in the past have demonstrated that PCB accumulation in benthic

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459 

reliable means of back-calculating the AC amendment dose required to achieve a desired

460 

endpoint in recovery of fish tissue PCB levels.

461  462  463 

ACKNOWLEDGEMENT

464 

We would like to thank the National Institute of Environment and Health Sciences, Superfund

465 

Research Program for financial support (Grant # R01ES020941). We thank Larry McShea from

466 

Alcoa for providing the PCB-impacted sediments used in this research. UG is a co-inventor of

467 

two patents related to the technology described in this paper for which he is entitled to receive

468 

royalties. One invention was issued to Stanford University (US Patent # 7,101,115 B2), and the

469 

other to the University of Maryland Baltimore County (UMBC) (U.S. Patent No. 7,824,129). In

470 

addition, UG is a partner in a startup company (Sediment Solutions) that has licensed the

471 

technology from Stanford and UMBC and is transitioning the technology in the field.

472 

This is contribution # 15-166 from the Institute of Marine and Environmental Technology and

473 

contribution # 5019 from the University of Maryland Center for Environmental Sciences.

474 

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References

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2. Reichenberg, F.; Mayer, P., Two complementary sides of bioavailability: Accessibility and chemical activity of organic contaminants in sediments and soils. Environmental Toxicology and Chemistry 2006, 25, (5), 1239-1245.

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3. NRC, Bioavailability of Contaminants in Soils and Sediments:Processes, Tools, and Applications. The National Academies Press: Washington, DC, 2003.

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4. Luthy, R. G.; Aiken, G. R.; Brusseau, M. L.; Cunningham, S. D.; Gschwend, P. M.; Pignatello, J. J.; Reinhard, M.; Traina, S. J.; Weber, W. J.; Westall, J. C., Sequestration of Hydrophobic Organic Contaminants by Geosorbents. Environmental Science & Technology 1997, 31, (12), 3341-3347.

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5. Ghosh, U.; Luthy, R. G.; Cornelissen, G.; Werner, D.; Menzie, C. A., In-situ Sorbent Amendments: A New Direction in Contaminated Sediment Management. Environmental Science & Technology 2011, 45, (4), 1163-1168.

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6. Sun, X.; Ghosh, U., PCB Bioavailability Control in Lumbriculus Variegatus through Different Modes of Activated Carbon Addition to Sediments. Environmental Science & Technology 2007, 41, (13), 4774-4780.

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7. Cho, Y.-M.; Ghosh, U.; Kennedy, A. J.; Grossman, A.; Ray, G.; Tomaszewski, J. E.; Smithenry, D. W.; Bridges, T. S.; Luthy, R. G., Field Application of Activated Carbon Amendment for In-Situ Stabilization of Polychlorinated Biphenyls in Marine Sediment. Environmental Science & Technology 2009, 43, (10), 3815-3823.

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8. EPA, Use of Amendments for In Situ Remediation at Superfund Sediment Sites; Office of Superfund Remediation and Technology Innovation: 2013.

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9. EPA, Statement of Basis for EPA’s Proposed Remedial Action for the Housatonic River “Rest of River”; Region 1 Report: 2014.

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10. Anchor QEA, The Upper Hudson River PCB Modeling System, Hudson River PCBs Superfund Site. Prepared for General Electric Corporation: 2010.

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11. EPA, Model Calibration: Modeling Study of PCB Contamination in the Housatonic River; Region 1 Report: 2004.

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12. Alcoa, Modeling PCB Fate in the Lower Grasse River, Appendix A of the Lower Grasse River Analysis of Alternatives Report; submitted to USEPA Region 2: 2010.

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13. Cornelissen, G.; Gustafsson, Ö.; Bucheli, T. D.; Jonker, M. T. O.; Koelmans, A. A.; van Noort, P. C. M., Extensive Sorption of Organic Compounds to Black Carbon, Coal, and Kerogen 17   

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in Sediments and Soils:  Mechanisms and Consequences for Distribution, Bioaccumulation, and Biodegradation. Environmental Science & Technology 2005, 39, (18), 6881-6895.

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14. Lohmann, R.; MacFarlane, J. K.; Gschwend, P. M., Importance of Black Carbon to Sorption of Native PAHs, PCBs, and PCDDs in Boston and New York Harbor Sediments. Environmental Science & Technology 2005, 39, (1), 141-148.

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15. Mayer, P.; Tolls, J.; Hermens, J. L.; Mackay, D., Equilibrium sampling devices. Environmental Science & Technology 2003, 37, (9), 184A-191A.

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16. Lohmann, R., Critical Review of Low-Density Polyethylene’s Partitioning and Diffusion Coefficients for Trace Organic Contaminants and Implications for Its Use As a Passive Sampler. Environmental Science & Technology 2011, 46, (2), 606-618.

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17. Werner, D.; Hale, S. E.; Ghosh, U.; Luthy, R. G., Polychlorinated Biphenyl Sorption and Availability in Field-Contaminated Sediments. Environmental Science & Technology 2010, 44, (8), 2809-2815.

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18. Kupryianchyk, D.; Rakowska, M. I.; Roessink, I.; Reichman, E. P.; Grotenhuis, J. T. C.; Koelmans, A. A., In situ Treatment with Activated Carbon Reduces Bioaccumulation in Aquatic Food Chains. Environmental Science & Technology 2013, 47, (9), 4563-4571.

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19. Beckingham, B.; Buys, D.; Vandewalker, H.; Ghosh, U., Observations of limited secondary effects to benthic invertebrates and macrophytes with activated carbon amendment in river sediments. Environmental Toxicology and Chemistry 2013, 32, (7), 1504-1515.

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20. Hale, S. E.; Kwon, S.; Ghosh, U.; Werner, D., Polychlorinated Biphenyl Sorption to Activated Carbon and the Attenuation Caused by Sediment. Global NEST Journal 2010, 12, 318326.

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21. Hawthorne, S. B.; Miller, D. J.; Grabanski, C. B., Measuring Low Picogram Per Liter Concentrations of Freely Dissolved Polychlorinated Biphenyls in Sediment Pore Water Using Passive Sampling with Polyoxymethylene. Analytical Chemistry 2009, 81, (22), 9472-9480.

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22. Beckingham, B.; Ghosh, U., Field-Scale Reduction of PCB Bioavailability with Activated Carbon Amendment to River Sediments. Environmental Science & Technology 2011, 45, (24), 10567-10574.

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23. Harvey, H. R.; Eglinton, G.; O'Hara, S. C. M.; Corner, E. D. S., Biotransformation and assimilation of dietary lipids by Calanus feeding on a dinoflagellate. Geochimica et Cosmochimica Acta 1987, 51, (11), 3031-3040.

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24. Grossman, A.; Ghosh, U., Measurement of activated carbon and other black carbons in sediments. Chemosphere 2009, 75, (4), 469-475.

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25. Hawker, D. W.; Connell, D. W., Octanol-water partition coefficients of polychlorinated biphenyl congeners. Environmental Science & Technology 1988, 22, (4), 382-387.

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26. Gomez-Eyles, J. L.; Yupanqui, C.; Beckingham, B.; Riedel, G.; Gilmour, C.; Ghosh, U., Evaluation of Biochars and Activated Carbons for In Situ Remediation Of Sediments Impacted With Organics, Mercury, And Methylmercury. Environmental Science & Technology 2013, 47, (23), 13721-13729.

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27. Werner, D.; Ghosh, U.; Luthy, R. G., Modeling Polychlorinated Biphenyl Mass Transfer after Amendment of Contaminated Sediment with Activated Carbon. Environmental Science & Technology 2006, 40, (13), 4211-4218.

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28. Connolly, J. P., Application of a food chain model to polychlorinated biphenyl contamination of the lobster and winter flounder food chains in New Bedford Harbor. Environmental Science & Technology 1991, 25, (4), 760-770.

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29. Beckingham, B.; Ghosh, U., Polyoxymethylene passive samplers to monitor changes in bioavailability and flux of PCBs after activated carbon amendment to sediment in the field. Chemosphere 2013, 91, (10), 1401-1407.

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30. Di Toro, D. M.; McGrath, J. A.; Hansen, D. J., Technical basis for narcotic chemicals and polycyclic aromatic hydrocarbon criteria. I. Water and tissue. Environmental Toxicology and Chemistry 2000, 19, (8), 1951-1970.

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31. Gobas, F. A. P. C., A model for predicting the bioaccumulation of hydrophobic organic chemicals in aquatic food-webs: application to Lake Ontario. 1993, 69, (Issues 1–2), 1–17.

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32. Thomann, R. V.; Connolly, J. P.; Parkerton, T. F., An equilibrium model of organic chemical accumulation in aquatic food webs with sediment interaction. Environmental Toxicology and Chemistry 1992, 11, (5), 615-629.

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33. Connolly, J.; Rhea, J.; Benaman, J. Effective decision-making models for evaluating sediment management options; Quantitative Environmental Analysis, LLC: 1999.

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34. SERDP, Improved Understanding of the Impact of Ongoing, Low Level Contaminant Influx to Aquatic Sediment Site Restoration; Strategic Environmental Research and Development Program: 2012.

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Figure 1. Aquaria setup to study the uptake of PCBs in fish. RR: clean Rhode River sediment; GR untreated: PCB impacted sediment from Grasse River; GR treated: PCB impacted sediment from Grasse River mixed with 4.5% AC in the laboratory.

Figure 2. Freely dissolved PCB concentration in (a) sediment porewater and (b) overlying water of untreated and treated Grasse River sediments after 90 days. Error bars represent standard error.

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Figure 3. Observed and predicted Kd values versus KOW for untreated (U) and treated (T) Grasse River sediments after 90 days. The red lines and the gray closed symbols represent the predicted values obtained from the partitioning models.

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Figure 4. PCB concentration in zebrafish exposed to (a) untreated and treated Grasse River sediments and (b) Rhode River sediment for 90 days. Rhode River-A represents data from tanks adjacent to untreated Grasse River sediments and Rhode River-B represents data from tanks adjacent to the treated Grasse River sediments (see Figure 1). Error bars represent standard error.

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Figure 5. Observed and predicted PCB concentrations in zebrafish using the (a) equilibrium model (b) Arnot and Gobas bioaccumulation model without ingestion, and (c) Arnot and Gobas bioaccumulation model with ingestion. Closed symbols refer to 45 days results and open symbols refer to 90 days. 4   

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Figure 6. Percent reduction in water and fish concentrations after AC amendment.                      

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PCB in fish (µg/g lipid)

30

20

87% reduction

10

0 Before AC treatment

After AC treatment

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