| Literature DB >> 35320772 |
Danielle S Kohan1, Roman P Lanno2, Linda K Weavers3.
Abstract
Ultrasound (US) releases polycyclic aromatic hydrocarbons (PAHs) from contaminated creosote sediments and degrades PAHs in aqueous solution. However, it is unclear how much PAHs release occurs during active US compared to after US is stopped. In this study, solid-phase microextraction (SPME) was used to determine aqueous PAH concentrations desorbed from Little Scioto River creosote contaminated sediment during exposure to 20 kHz ultrasound (US) at a power of 430 W L-1. First, SPME fiber-water partition coefficients,KSPME, were experimentally determined and shown to be comparable with previous studies. Next, PAH concentrations released into aqueous solution were determined by sequentially exposing fresh, conditioned SPME fibers in a reactor containing the contaminated sediment and DI for 10 min periods. Three consecutive 10 min periods each were measured during US and after US. Compared to mixing only, PAHs desorbed during ultrasound was significantly higher. In addition, for phenanthrene, anthracene, and fluoranthene, US showed significantly higher aqueous concentrations during US compared with after US. For these less soluble PAHs, desorption into the aqueous phase reaches and surpasses expected equilibrium aqueous concentrations. However, when US is ceased, PAHs appear to resorb onto sediment resulting in the lower concentrations measured in these PAH compounds after US that are similar to expected equilibrium aqueous concentrations. Typical analytical extraction methods for determining the effects of US require stopping treatment and may underestimate the potential US has for release of contaminants from sediment during US. Using SPME during US treatment reveals that the concentration of PAHs during US may surpass the expected equilibrium aqueous concentration of some PAHs congeners. To our knowledge, this higher concentration observed during US compared to after US has not been shown previously.Entities:
Keywords: Contaminant desorption; In-situ sampling; In-situ ultrasonic remediation; SPME passive sampling; Sediment remediation
Mesh:
Substances:
Year: 2022 PMID: 35320772 PMCID: PMC8938626 DOI: 10.1016/j.ultsonch.2022.105981
Source DB: PubMed Journal: Ultrason Sonochem ISSN: 1350-4177 Impact factor: 7.491
Fig. 1Experimental set up.
Statistical significance measured through p values at the US treatment 20 min time point compared with other time points (mixing only, US 10, US 30, after US 10, after US 20, and after US 30). The p values were determined through a multiple comparisons ANOVA (Tukey HSD), = 0.05.
| PAH congener | Mixing only | US 10 min | US 30 min | After US 10 min | After US 20 min | After US 30 min |
|---|---|---|---|---|---|---|
| Phenanthrene | p < 0.001 | 0.015 | p > 0.05 | 0.006 | 0.001 | 0.002 |
| Anthracene | p < 0.001 | p > 0.05 | p > 0.05 | 0.001 | p < 0.001 | p < 0.001 |
| Fluoranthene | 0.01 | p > 0.05 | p > 0.05 | p > 0.05 | 0.023 | 0.05 |
Physical properties and PAH concentrations of sediment collected from the Little Scioto River (Marion, OH). Concentrations represent an average of 3 separate measurements and the RSD.
| Sediment Characteristic | Value |
|---|---|
| % organic carbon | 7.4%±0.5% |
| % dry weight | 59.7%±0.3% |
| Naphthalene, mgkg−1 | N.D. |
| Acenaphthylene, mgkg−1 | 55 ± 6 |
| Acenaphthene, mgkg−1 | 70 ± 10 |
| Fluorene, mgkg−1 | 70 ± 20 |
| Phenanthrene, mgkg−1 | 210 ± 30 |
| Anthracene, mgkg−1 | 340 ± 60 |
| Fluoranthene, mgkg−1 | 680 ± 70 |
| Pyrene, mgkg−1 | 760 ± 80 |
| Benzo[a]anthracene, mgkg−1 | 400 ± 50 |
| Chrysene, mgkg−1 | 480 ± 70 |
| N.D. = Not detected |
Fig. 2PAH congener sorption to SPME fiber over time. Fresh fiber exposed to a 0.5 µg mL−1 aqueous PAH solution. Fiber exposed under mixing conditions only.
Fig. 3Amount of PAH sorbed to fiber at different concentrations of PAH in aqueous solution. SPME contact with PAH solutions is 10 min (t = 10 min).
Experimentally determined partition coefficients from Fig. 3 (m = slope; r2 = coefficient of determination). Reported values with similar SPME fibers of similar composition and thickness.
| PAH congener | r2 | p-value | logKSPME 30-µm PDMSa | logKSPME 100-µm PDMSb | |
|---|---|---|---|---|---|
| Naphthalene | 0.08 | 0.89 | 0.02 | 2.68 | 3.02 |
| Acenaphthylene | 0.23 | 0.92 | 0.01 | 3.13 | 3.4 |
| Acenaphthene | 0.24 | 0.97 | 0.002 | 3.14 | 3.63 |
| Fluorene | 0.36 | 0.96 | 0.004 | 3.32 | 3.71 |
| Phenanthrene | 0.42 | 0.92 | 0.01 | 3.39 | 3.96 |
| Anthracene | 0.42 | 0.88 | 0.02 | 3.39 | 3.98 |
| Fluoranthene | 0.44 | 0.95 | 0.001 | 3.4 | 4.71 |
| Pyrene | 0.43 | 0.98 | 0.001 | 3.4 | 4.86 |
a. This work; b. [12].
Fig. 4Aqueous PAH concentrations during 40 min mixing only experiment using SPME fibers. Little Scioto sediment slurry concentration = 30 g L−1. Fiber removed and fresh conditioned fiber inserted at start of each 10 min period (t = 10, 20, 30, 40). Mixed on shake table at 125 RPM. Reacting solution temperature = 32 ± 3 °C.
Fig. 5Aqueous PAH concentrations during mixing only (t = 10), during US (t = 20, 30, 40), and after US (t = 50, 60, 70) using SPME fibers. Sediment concentration = 30 g L−1. Fiber was removed after every 10 min time interval and a fresh fiber inserted. Mixed before, during and after US on shake table at 125 RPM. Reacting solution temperature = 32 ± 3 °C.
Aqueous PAH concentrations (Cw) measured from SPME fibers during 10 min mixing, 30 min US, and 30 min after US was stopped and measured from liquid-liquid extraction following treatment. Expected aqueous concentration (Ce,exp) calculated using KOC, fOC, and Kd values. Expected maximum PAH aqueous concentrations (CW,max exp) are smaller of water solubility and Ce,exp.
| PAH congener | CW, mg/L | Water solubility mg/La | Ce,exp mg/L | CW,max exp mg/L | |||
|---|---|---|---|---|---|---|---|
| Mixing only 10 min | US on 30 min | US off 30 min | Recovered from water after US | ||||
| Naphthalene | N.D. | N.D. | N.D. | N.D. | 31.7 | N.D. | N.D. |
| Acenapthylene | N.D. | N.D. | N.D. | 0.011 | 3.93 | 0.020 | 0.020 |
| Acenaphthene | N.D. | 0.74 | 0.70 | N.D. | 16.1 | 0.0029 | 0.0029 |
| Fluorene | N.D. | 0.13 | 0.090 | 0.0029 | 1.98 | 0.0020 | 0.0020 |
| Phenanthrene | 0.12 | 0.25 | 0.15 | 0.017 | 1.29 | 0.072 | 0.072 |
| Anthracene | N.D. | 0.071 | N.D. | 0.057 | 0.073 | 0.086 | 0.073 |
| Fluoranthene | 0.075 | 0.20 | 0.11 | 0.10 | 0.26 | 0.093 | 0.093 |
| Pyrene | 0.045 | 0.12 | 0.064 | 0.075 | 0.135 | 0.046 | 0.046 |
N.D. = not detected; a. From [51].
PAHs determined from total solvent extraction from sediment before and after US treatment and total solvent liquid–liquid extraction from water recovered after US treatment.
| PAH congener | Amount, µmol | Calculated degradation | ||
|---|---|---|---|---|
| Before US | After US | Recovered from water | ||
| Naphthalene | N.D. | N.D. | N.D. | |
| Acenaphthylene | 0.72 ± 0.08 | 0.1 ± 0.3 | 0.004 ± 0.003 | |
| Acenaphthene | 0.9 ± 0.2 | 0.02 ± 0.04 | N.D. | |
| Fluorene | 0.8 ± 0.2 | 0.03 ± 0.04 | 0.001 ± 0.001 | |
| Phenanthrene | 2.4 ± 0.3 | 0.6 ± 0.3 | 0.005 ± 0.003 | 1.8 |
| Anthracene | 3.8 ± 0.7 | 1.2 ± 0.6 | 0.02 ± 0.01 | |
| Fluoranthene | 6.7 ± 0.7 | 2.3 ± 1.1 | 0.03 ± 0.02 | |
| Pyrene | 7.5 ± 0.8 | 1.4 ± 0.6 | 0.02 ± 0.01 | 4.1 |
determined from triplicate analysis.
determined from quintuplicate analysis.
degradation rate constant from Pee [42].