- Dr. Mei Xin, Dr. Susnata Samanta, David Flannery
(Cabot Corporation, Boston, MA)
- Dr. Danny Reible
(Texas Tech. University, Lubbock, TX)
January 10, 2017
PAHs for Sediment Remediation Dr. Mei Xin, Dr. Susnata Samanta, - - PowerPoint PPT Presentation
Evaluation of Activated Carbons for Sequestration of PCBs and PAHs for Sediment Remediation Dr. Mei Xin, Dr. Susnata Samanta, David Flannery (Cabot Corporation, Boston, MA) Dr. Danny Reible (Texas Tech. University, Lubbock, TX) January 10,
(Cabot Corporation, Boston, MA)
(Texas Tech. University, Lubbock, TX)
January 10, 2017
▪ Over 130 years in operation
▪ Founded 1882 ▪ NYSE: CBT since 1968
▪ Global specialty chemicals and performance materials company ▪ 45 manufacturing sites in 21 countries ▪ Core technical competencies in fine particles and surface modification ▪ FY2016 sales: $2.4B
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▪ World’s largest producer of activated carbon ▪ Manufacturing since 1916
▪ 9 plants
▪ Sold globally ▪ Cabot makes activated carbon from many raw materials, including:
▪ Lignite coal ▪ Bituminous coal ▪ Coconut shell ▪ Wood ▪ Peat
▪ Products used widely in potable water and wastewater treatment
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area as a football field (1,000m2/g)
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POWDER GRANULAR
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EXTRUDATE
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Freundlich sorption isotherms (Kf, 1/n) and adsorption kinetics for PCBs and
Information for engineering firms to aid in design of sediment remediation
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Topic Description Sample prep
100 mg of sodium azide
Contaminants
(EPA 8270)
(PDMS (polydimethylsiloxane) fiber extraction / GCMS) CAPSIM Model
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At equilibrium state, PAC and GAC adsorb same amount of PAHs PAC and GAC both show fast adsorption for low molecular weight PAHs
(naphthalene MW 128)
PAC shows much faster adsorption than GAC for high molecular weight PAHs
(pyrene MW 202 )
17 OCTOBER 2017 / CABOT OVERVIEW 11
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PHENANTHRENE PCB 118
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25 50 75 100 5 10 15 AC Capacity NOM /AC Capacity DI, % PCB-118 Conc. (ng/L) Coconut AC Lignite AC 25 50 75 100 125 150 50 100 150 AC Capacity NOM /AC Capacity DI, % Phenanthrene Conc. (ug/L) Coconut AC Lignite AC
Meso and macro-pores of lignite carbon minimize NOM impact NOM impact on lignite and coconut carbons is consistent with
results from potable water and wastewater treatment plants
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Parameter range analyzed in this project Parameter Description Low Medium High Reactive cap Sand + activated carbon Used for all scenarios (15 cm cap + 30 cm sediment) % Activated Carbon Mass % of activated carbon in cap 1% 5% 10% Upwelling rate Fresh water up-flow in sediment (cm/day) 1 3 PAH concentration PAH concentration in pore water (µg/l) 100
PCB concentration PCB concentration in pore water (ng/l) 1
NOM Natural organic matter in pore water (ppm)
Half-life rate Mass transfer rate of contaminant to AC Local equilibrium 1 day 30 days
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Sand (15 cm) Sediment (30 cm)
Upwelling Rate Upwelling Rate
LIGNITE PAC
COCONUT PAC
No PAH breakthrough after 100 years with either activated carbon
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LIGNITE PAC
COCONUT PAC
No PCB breakthrough after 100 years with either activated carbon
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PAC
GAC
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Carbons made from different feedstocks perform the same under both conditions
LIGNITE PAC
BITUMINOUS PAC
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Conditions: 1% AC, 1 cm/day upwelling rate, no NOM When carbon dose is 5%, there is no significant difference between
lignite and bituminous carbons
Investigation Conclusions Capacity vs. Kinetics
slower kinetics of sorption
PAC vs. GAC
kinetics become very important Impact of NOM
Feedstocks
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17 OCTOBER 2017 / CABOT OVERVIEW 21
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17 OCTOBER 2017 / CABOT OVERVIEW 22
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Donovan Maddox Distinguished Engineering Chair Texas Tech University Tariq Hussain Ph.D. Candidate Texas Tech University
Postdoc Researcher Texas Tech University Xiaolong Shen Ph.D. Candidate Department of Chemical Engineering The University of Texas at Austin
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