defining the availability of contaminants in sediments
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Defining the Availability of Contaminants in Sediments Danny D. - PowerPoint PPT Presentation

Defining the Availability of Contaminants in Sediments Danny D. Reible, PhD, PE, DEE, NAE University of Texas Acknowledgements: Nate Johnson, XiaoXia Lu, Dave Lampert, Brian Drake, Alison Skwarski Linking Sediment Exposure and Risk Relevance


  1. Defining the Availability of Contaminants in Sediments Danny D. Reible, PhD, PE, DEE, NAE University of Texas Acknowledgements: Nate Johnson, XiaoXia Lu, Dave Lampert, Brian Drake, Alison Skwarski

  2. Linking Sediment Exposure and Risk Relevance of bulk sediment concentration Erosive sediments if complete desorption possible Surficial sediments if complete desorption possible or if organisms can access all of contaminant Relevance of pore water concentration Mobile fraction of buried stable sediments Indicator of bioavailability of surficial or erodible sediments ?

  3. A Tale of Two Contaminants Hydrophobic Organic Contaminants PAHs PCBs Mercury

  4. Hydrophobic Organic Compounds Does pore water concentration define exposure and risk?

  5. Bulk Sediment Concentration Correlates only Weakly with PAH Toxic Endpoints H. azteca 28-day chronic toxicity test 100 80 Survival (%) 60 40 TEC PEC 1.6 ppm 22.8 ppm 20 0 1 10 100 1000 10000 Sediment Total PAH 16 Conc. (mg/kg) Dave Nakles, RETEC

  6. Porewater Concentration Better Correlates with Survival EPA H. azteca 28-day test 100 80 Survival (%) 60 40 20 0 0.001 0.01 0.1 1 10 100 1000 Sediment Porewater PAH 34 Conc. (Toxic Units) Dave Nakles, RETEC

  7. Bioavailability Studies Test organism Deposit-feeding freshwater tubificide oligochaete Ilyodrilus templetoni Ease to culture High tolerance to contaminants and handling stress Intense sediment processing environment (overcome MT resistances?) Measure of bioavailability= steady state BSAF C / f = t lip BSAF C / f s oc Where C t is contaminant concentration accumulated in organisms’ tissue ( µ g/g ) f lip is organisms’ lipid content (g lipid/g dry worm) C s is the sediment concentration ( µ g/g dry sediment) f oc is total organic carbon content of the sediment (g TOC/g dry sediment).

  8. Normalized Accumulation as Indicator of Bioavailability BSAF of O(1) for reversibly sorbed non- metabolizing contaminants in directly exposed organisms at steady state ( e.g. benthic deposit feeders) If accumulation indicated (not necessarily caused) by porewater concentration   K C = ×  lipid porewater observed , BSAF   predicted K C   , oc porewater reversible

  9. Does it predict uptake of PAHs ?

  10. Uptake of benzo[ a ]pyrene from water 4500.0 Observed total uptake from sediment 4000.0 Tissue concentration of BaP 3500.0 (dpm/mg dry w orm) 3000.0 2500.0 2000.0 1500.0 1000.0 500.0 Predicted uptake from pore w ater 0.0 0.0 200.0 400.0 600.0 800.0 1000.0 Time(hours)

  11. Contribution of ingestion to the uptake of benzo[ a ]pyrene 5000.0 predicted uptake via sediment ingestion 4500.0 4000.0 Tissue concentration of BaP 3500.0 (dpm/mg dry w orm) 3000.0 2500.0 2000.0 observed total uptake from sediment 1500.0 1000.0 500.0 0.0 0.0 200.0 400.0 600.0 800.0 1000.0 Time(hours)

  12. Measurement of Porewater Concentrations Problems Low porewater concentrations limits the measurement of more hydrophobic compounds like PCBs Solvent extraction overestimates the freely dissolved pore- water concentration due to the absorption by DOC Errors due to the measurement of DOC and uncertainties in determination of K DOC Solution – solid phase microextraction SPME Potential extremely low detection limits due to high fiber- water partition coefficients Decouple sampling from water-DOC matrix effects High spatial resolution, rapid dynamics Employed ex-situ by National Grid/RETEC (Nakles)

  13. Other Porewater Measurement Approaches Ex-situ SPME Proving to be valid approach Maintenance of profiles? Maintenance of sample integrity? Semi-permeable membrane devices Dynamics? Spatial resolution? Passive Polyethylene Samplers Currently under development (P . Gschwend)

  14. Objectives of ESTCP effort Demonstrate solid-phase micro extraction (SPME) for the in-situ assessment of bioavailability Demonstrate viable deployment approach Demonstrate relationship’ to sediment pore water concentrations Demonstrate relationship to benthic organism body burdens

  15. Overall Project plan Laboratory Optimization of Deployment Conditions Correlation with uptake in benthic organisms under controlled conditions Field Demonstration of relationship between measured pore water and organism uptake Comparison to conventional measurements Commercial Laboratory Demonstrate potential for routine availability

  16. Laboratory efforts Evaluate key implementation characteristics Fiber-water partition coefficient Dynamics of uptake Reproducibility Accuracy Confirm relationship to availability PCBs/ PAHs Freshwater/ Marine Organism Endpoint- Accumulation Methods “Raw” Sediment exposure Sequential dilution exposure

  17. Field efforts Freshwater and Marine Sites Opportunistic organisms and controlled (caged) organism studies PAHs/PCBs Adherence to DoD QA/QC guidelines Cooperative efforts where possible Anacostia Active Capping Demonstration (Reible) Hunters Point Demonstration (Luthy) PET development (Gschwend) Survival endpoint (Nackles)

  18. Solid Phase MicroExtraction Sorbent Polymer PDMS (poly-dimethylsiloxane) Thickness of glass core: 114-108 µm Thickness of PDMS coating: 30-31 µm Volume of coating: 13.55 (± 0.02) µL PDMS per meter of fibre x

  19. Using SPME to Measure Porewater Concentration Matrix-SPME ---A nondepletive, equilibrium extraction “nondepletive” refers to an extraction that is limited to a minor part of the analyte and which does not deplete the analyte concentration “equilibrium” refers to extraction times are sufficiently long to bring the sampling phase into its thermodynamic equilibrium with the surrounding matrix. At equilibrium, = C C / K − porewater fiber fiber water C fiber = mass of contaminant absorbed by fiber/fiber volume (volume of PDMS) K fiber-water is fiber-water partition coefficient

  20. Expected detection limit PDMS fiber Compounds Log Method C det,water C det,water K PDMS, detection (1 cm fiber) (5cm fiber) water limit 1.14 μg/L 164.6 Phenanthrene 3.71 32.9 ng/L pyrene 4.25 3.44 143.3 28.7 chrysene 4.66 0.79 12.8 2.56 B[ b ]F 5.0 0.32 2.37 0.47 B[ k ]F 4.77 0.15 1.89 0.38 Benzo[ a ]pyrene 4.87 0.17 1.70 0.34 PCB 28 5.06 0.5 3.22 0.645 PCB 52 5.38 0.5 1.54 0.31 PCB 153 6.15 0.2 0.11 0.021 PCB 138 6.20 0.2 0.0935 0.019 PCB 180 6.40 0.2 0.059 0.012

  21. Uptake of PAHs in PDMS fiber (Sediment) 1200 Fiber concentration (ug/L) 1000 800 600 400 200 0 0 5 10 15 20 25 30 35 Time (d) phenanthrene chrysene B[b]F B[k]F B[a]P

  22. Uptake of PCBs in PDMS fiber (Sediment) 600 Fiber concentration (ug/L) 500 400 300 200 100 0 0 10 20 30 40 50 60 Time d PCB28 PCB52 PCB153 PCB138 PCB180

  23. Benthic Bioaccumulation Experiments • Conduct whole-sediment exposures to simultaneously measure bioaccumulation and fiber uptake. Exposure design Mass of exposure organism per replicate approximately 50 mg Ratio OC to biomass > 50:1 21-day exposure duration No feeding Gentle aeration Overlying water exchanged 2x weekly benthic SPME invertebrates

  24. SPME Deployment in Sediment Teflon disk Conder and La Point (2004): Env. Tox. Chem. 23 :141

  25. Experimental Species Neanthes arenaceodentata Leptocheirus plumulosus Lumbriculus variegatus Tubifex tubifex

  26. Field Deployment System

  27. Porewater Concentration Profiles SPME Measured Porewater Profile 600 500 Pore water Concentration Surface mean Concentration ng/L 400 300 Surface mean 200 100 0 0 5 10 15 20 25 30 Depth cm

  28. Anacostia Sediment Porewater Concentration If Measured Measured PAH Reversibly by LLE SPME Sorbed Phenanthrene 210 370 1810 pyrene 610 730 990 chrysene 7.1 7.8 83 B[ b ]F 2.1 5.3 70 B[ k ]F 1.8 2 55 B[ a ]P 1.9 2 68

  29. PAHs correlated with: 12000 10000 8000 Ct/flip 6000 R 2 = 0.49 4000 2000 0 0.00E+00 5.00E+09 1.00E+10 1.50E+10 2.00E+10 2.50E+10 3.00E+10 3.50E+10 Koc*Csed/foc Bulk Sedim ent

  30. PAHs correlated with: 12000 10000 R 2 = 0.82 8000 Ct/flip 6000 4000 2000 0 0.00E+00 1.00E+03 2.00E+03 3.00E+03 4.00E+03 5.00E+03 6.00E+03 Koc*Cpw Pore w ater

  31. PCBs correlated with: 3500 3500 3000 3000 2500 2500 R 2 = 0.38 R 2 = 0.03 2000 2000 Ct/flip Ct/flip 1500 1500 1000 1000 500 500 0 0 0.0E+00 5.0E+09 1.0E+10 1.5E+10 2.0E+10 2.5E+10 3.0E+10 0.0E+00 2.0E+02 4.0E+02 6.0E+02 8.0E+02 1.0E+03 1.2E+03 1.4E+03 1.6E+03 1.8E+03 Koc*Csed/foc Koc*Cpw Pore water Bulk Sediment

  32. Transition to the field Optimization of the field implementation approach SPME Fiber Outer slotted tube Inner rod – SPME support

  33. TECHNI CAL PROGRESS Field Deployment System

  34. Biota-sediment accumulation factors of PAHs and PCBs(Measured vs predicted) 0.3 3 0.25 2.5 0.2 2 Measured BSAF Measured BSAF 0.15 1.5 0.1 1 PCBs PAHs 0.5 0.05 0 0 0 0.05 0.1 0.15 0.2 0.25 0.3 0 0.5 1 1.5 2 2.5 3 Predicted BSAF Predicted BSAF

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