Annika S. Fjordbøge
Current Organizations / Institutes
The organizations/institutes from the scholar's latest article
Research Subjects
Annika S. Fjordbøge has a total of 29 co-authors. Here are the top co-authors by number of shared publications:
- Mette Martina Broholm
Department of Environmental Engineering, Technical University of Denmark, Kgs. Lyngby, Denmark
5 shared publications Anders G. Christensen
3 shared publications- Peter Kjeldsen
DTU Sustain, Technical University of Denmark, Bygningstorvet, Building 115, DK-2800 Kongens Lyngby, Denmark
3 shared publications - Anders Baun
Department of Environmental Engineering, Technical University of Denmark, Kongens Lyngby, Denmark
2 shared publications Basil Uthuppu
Department of Micro- and Nanotechnology, Technical University of Denmark, Kgs. Lyngby DK-2800, Denmark
2 shared publicationsBernt Grosen
2 shared publications
Latest Publications
- 1 June 2020
- Published by Elsevier in Journal of Environmental Sciences
- Vol. 92, 235-244
Transport of citrate and polymer coated gold nanoparticles (AuNPs) in porous media: Effect of surface property and Darcy velocity
- 1 June 2020
- Published by Elsevier in Journal of Environmental Sciences
- Vol. 92, 235-244
Transport of citrate and polymer coated gold nanoparticles (AuNPs) in porous media: Effect of surface property and Darcy velocity
- 10 August 2019
- Published by Springer Nature in Environmental Science and Pollution Research
- Vol. 26 (28) , 29460-29472
Mobility of electrostatically and sterically stabilized gold nanoparticles (AuNPs) in saturated porous media
The stability of gold nanoparticles (AuNPs) stabilized electrostatically with citrate or (electro)sterically by commercially available amphiphilic block copolymers (PVP-VA or PVA-COOH) was studied under various physicochemical conditions. Subsequently, the mobility of the AuNPs in porous media (sand) was investigated in column studies under environmental relevant physicochemical conditions. Electrostatically stabilized AuNPs were unstable under most physicochemical conditions due to the compression of the electrical double layer. Consequently, aggregation and deposition rapidly immobilized the AuNPs. Sterically stabilized AuNPs showed significantly less sensitivity towards changes in the physicochemical conditions with high stability, high mobility with negligible retardation, and particle deposition rate coefficients ranging an order of magnitude (1.5 × 10−3 to 1.5 × 10−2 min−1) depending on the type and amount of stabilizer, and thereby the surface coverage and attachment affinity. The transport of sterically stabilized AuNPs is facilitated by reversible deposition in shallow energy minima with continuous reentrainment and blocking of available attachment sites by deposited AuNPs. The stability and mobility of NPs in the environment will thereby be highly dependent on the specific stabilizing agent and variations in the coverage on the NP. Under the given experimental conditions, transport distances of the most mobile AuNPs of up to 20 m is expected. Due to their size-specific plasmonic properties, the easily detectable AuNPs are proposed as potential model or tracer particles for studying transport of various stabilized NPs under environmental conditions.
- 10 August 2019
- Published by Springer Nature in Environmental Science and Pollution Research
- Vol. 26 (28) , 29460-29472
Mobility of electrostatically and sterically stabilized gold nanoparticles (AuNPs) in saturated porous media
The stability of gold nanoparticles (AuNPs) stabilized electrostatically with citrate or (electro)sterically by commercially available amphiphilic block copolymers (PVP-VA or PVA-COOH) was studied under various physicochemical conditions. Subsequently, the mobility of the AuNPs in porous media (sand) was investigated in column studies under environmental relevant physicochemical conditions. Electrostatically stabilized AuNPs were unstable under most physicochemical conditions due to the compression of the electrical double layer. Consequently, aggregation and deposition rapidly immobilized the AuNPs. Sterically stabilized AuNPs showed significantly less sensitivity towards changes in the physicochemical conditions with high stability, high mobility with negligible retardation, and particle deposition rate coefficients ranging an order of magnitude (1.5 × 10−3 to 1.5 × 10−2 min−1) depending on the type and amount of stabilizer, and thereby the surface coverage and attachment affinity. The transport of sterically stabilized AuNPs is facilitated by reversible deposition in shallow energy minima with continuous reentrainment and blocking of available attachment sites by deposited AuNPs. The stability and mobility of NPs in the environment will thereby be highly dependent on the specific stabilizing agent and variations in the coverage on the NP. Under the given experimental conditions, transport distances of the most mobile AuNPs of up to 20 m is expected. Due to their size-specific plasmonic properties, the easily detectable AuNPs are proposed as potential model or tracer particles for studying transport of various stabilized NPs under environmental conditions.
- 1 June 2018
- Published by Elsevier in Journal of Hydrology
- Vol. 561, 532-546
Conceptualization of flow and transport in a limestone aquifer by multiple dedicated hydraulic and tracer tests
- 1 June 2018
- Published by Elsevier in Journal of Hydrology
- Vol. 561, 532-546
Conceptualization of flow and transport in a limestone aquifer by multiple dedicated hydraulic and tracer tests
- 17 July 2017
- Published by Wiley in Groundwater Monitoring & Remediation
- Vol. 37 (3) , 45-61
Integrity of Clay Till Aquitards to DNAPL Migration: Assessment Using Current and Emerging Characterization Tools
Field investigations were carried out to determine the occurrence of tetrachloroethene ( PCE ) dense nonaqueous phase liquid ( DNAPL ), the source zone architecture and the aquitard integrity at a 30‐ to 50‐year old DNAPL release site. The DNAPL source zone is located in the clay till unit overlying a limestone aquifer. The DNAPL source zone architecture was investigated through a multiple‐lines‐of‐evidence approach using various characterization tools; the most favorable combination of tools for the DNAPL characterization was geophysical investigations, membrane interface probe, core subsampling with quantification of chlorinated solvents, hydrophobic dye test with Sudan IV , and Flexible Liner Underground Technologies ( FLUTe ) NAPL liners with activated carbon felt ( FACT ). While the occurrence of DNAPL was best determined by quantification of chlorinated solvents in soil samples supported by the hydrophobic dye tests (Sudan IV and NAPL FLUTe ), the conceptual understanding of source zone architecture was greatly assisted by the indirect continuous characterization tools. Although mobile or high residual DNAPL ( S t > 1%) only occurred in 11% of the source zone samples (intact cores), they comprised 86% of the total PCE mass. The dataset, and associated data analysis, supported vertical migration of DNAPL through fractures in the upper part of the clay till, horizontal migration along high permeability features around the redox boundary in the clay till, and to some extent vertical migration through the fractures in the reduced part of the clay till aquitard to the underlying limestone aquifer. The aquitard integrity to DNAPL migration was found to be compromised at a thickness of reduced clay till of less than 2 m.
- 17 July 2017
- Published by Wiley in Groundwater Monitoring & Remediation
- Vol. 37 (3) , 45-61
Integrity of Clay Till Aquitards to DNAPL Migration: Assessment Using Current and Emerging Characterization Tools
Field investigations were carried out to determine the occurrence of tetrachloroethene ( PCE ) dense nonaqueous phase liquid ( DNAPL ), the source zone architecture and the aquitard integrity at a 30‐ to 50‐year old DNAPL release site. The DNAPL source zone is located in the clay till unit overlying a limestone aquifer. The DNAPL source zone architecture was investigated through a multiple‐lines‐of‐evidence approach using various characterization tools; the most favorable combination of tools for the DNAPL characterization was geophysical investigations, membrane interface probe, core subsampling with quantification of chlorinated solvents, hydrophobic dye test with Sudan IV , and Flexible Liner Underground Technologies ( FLUTe ) NAPL liners with activated carbon felt ( FACT ). While the occurrence of DNAPL was best determined by quantification of chlorinated solvents in soil samples supported by the hydrophobic dye tests (Sudan IV and NAPL FLUTe ), the conceptual understanding of source zone architecture was greatly assisted by the indirect continuous characterization tools. Although mobile or high residual DNAPL ( S t > 1%) only occurred in 11% of the source zone samples (intact cores), they comprised 86% of the total PCE mass. The dataset, and associated data analysis, supported vertical migration of DNAPL through fractures in the upper part of the clay till, horizontal migration along high permeability features around the redox boundary in the clay till, and to some extent vertical migration through the fractures in the reduced part of the clay till aquitard to the underlying limestone aquifer. The aquitard integrity to DNAPL migration was found to be compromised at a thickness of reduced clay till of less than 2 m.
- 1 January 2013
- Published by Elsevier in Chemosphere
- Vol. 90 (2) , 627-633
Zero valent iron reduces toxicity and concentrations of organophosphate pesticides in contaminated groundwater
- 1 January 2013
- Published by Elsevier in Chemosphere
- Vol. 90 (2) , 627-633
Zero valent iron reduces toxicity and concentrations of organophosphate pesticides in contaminated groundwater
- 1 October 2012
- Published by Elsevier in Journal of Contaminant Hydrology
- Vol. 140-141, 67-79
ZVI-Clay remediation of a chlorinated solvent source zone, Skuldelev, Denmark: 2. Groundwater contaminant mass discharge reduction
- 1 October 2012
- Published by Elsevier in Journal of Contaminant Hydrology
- Vol. 140-141, 67-79
ZVI-Clay remediation of a chlorinated solvent source zone, Skuldelev, Denmark: 2. Groundwater contaminant mass discharge reduction
- 1 October 2012
- Published by Elsevier in Journal of Contaminant Hydrology
- Vol. 140-141, 56-66
ZVI-Clay remediation of a chlorinated solvent source zone, Skuldelev, Denmark: 1. Site description and contaminant source mass reduction
- 1 October 2012
- Published by Elsevier in Journal of Contaminant Hydrology
- Vol. 140-141, 56-66
ZVI-Clay remediation of a chlorinated solvent source zone, Skuldelev, Denmark: 1. Site description and contaminant source mass reduction
- 1 November 2010
- Published by Elsevier in Journal of Contaminant Hydrology
- Vol. 118 (3-4) , 165-183
Environmental benefits and risks of zero-valent iron nanoparticles (nZVI) for in situ remediation: Risk mitigation or trade-off?
- 1 November 2010
- Published by Elsevier in Journal of Contaminant Hydrology
- Vol. 118 (3-4) , 165-183
Environmental benefits and risks of zero-valent iron nanoparticles (nZVI) for in situ remediation: Risk mitigation or trade-off?