Albert Kwame Kwaw
Current Organizations / Institutes
The organizations/institutes from the scholar's latest article
Previous Organizations / Institutes
The organizations / institutes from the scholar's other articles in the past ten years
Albert Kwame Kwaw has a total of 27 co-authors. Here are the top co-authors by number of shared publications:
Fei Qiao
6 shared publications- Jinguo Wang
School of Earth Sciences and Engineering, Hohai University, Nanjing 210098, China
5 shared publications Zhou Chen
5 shared publicationsYongsheng Zhao
4 shared publicationsShiyu Zheng
School of Earth Sciences and Engineering, Hohai University, Nanjing 210098 China
3 shared publicationsJian Song
School of Earth Sciences and Engineering, Hohai University, Nanjing 210098 China
2 shared publications
Latest Publications
- Open Access
Quantifying Spatiotemporal Variability in Nanoplastics During Transport in Porous Media Using Low-Field Nuclear Magnetic Resonance
Understanding the spatiotemporal variability of nanoplastics (NPs) in porous media is vital for environmental risk assessment, yet quantitative in-media analysis of NP distributions during transport remains limited. To address this, we innovatively applied low-field nuclear magnetic resonance (LF-NMR) as a non-invasive approach to dynamically monitor magnetic polystyrene nanoplastic (MPSNP) transport in saturated quartz sand. By establishing the relationship between LF-NMR transverse relaxation rate [1/T2,I − 1/T2,0] and MPSNP concentrations, we reconstructed spatiotemporal concentration profiles via T2 inversion. This methodology enabled systematic evaluation of the effects of ionic strength (IS), flow velocity, initial concentration, and flow direction. Three mathematical models were further applied to analyze MPSNP transport behavior. Results revealed IS as the dominant factor; increasing IS (0.001 to 1 mM) dropped mass recovery from 85.7% to 0%, the migration front no longer advanced at IS > 5 mM. Lower flow rates, higher initial concentrations, and horizontal flow also enhanced retention. The two types of two-site kinetic models provide a better fit for the features of the breakthrough curves. This novel use of LF-NMR demonstrates its robust capability to resolve spatial transport heterogeneity, underscoring that flow velocity, flow direction, and ionic strength are critical regulatory parameters that should be carefully accounted for when evaluating nanoplastic transport in porous media.
Open AccessQuantifying Spatiotemporal Variability in Nanoplastics During Transport in Porous Media Using Low-Field Nuclear Magnetic Resonance
Understanding the spatiotemporal variability of nanoplastics (NPs) in porous media is vital for environmental risk assessment, yet quantitative in-media analysis of NP distributions during transport remains limited. To address this, we innovatively applied low-field nuclear magnetic resonance (LF-NMR) as a non-invasive approach to dynamically monitor magnetic polystyrene nanoplastic (MPSNP) transport in saturated quartz sand. By establishing the relationship between LF-NMR transverse relaxation rate [1/T2,I − 1/T2,0] and MPSNP concentrations, we reconstructed spatiotemporal concentration profiles via T2 inversion. This methodology enabled systematic evaluation of the effects of ionic strength (IS), flow velocity, initial concentration, and flow direction. Three mathematical models were further applied to analyze MPSNP transport behavior. Results revealed IS as the dominant factor; increasing IS (0.001 to 1 mM) dropped mass recovery from 85.7% to 0%, the migration front no longer advanced at IS > 5 mM. Lower flow rates, higher initial concentrations, and horizontal flow also enhanced retention. The two types of two-site kinetic models provide a better fit for the features of the breakthrough curves. This novel use of LF-NMR demonstrates its robust capability to resolve spatial transport heterogeneity, underscoring that flow velocity, flow direction, and ionic strength are critical regulatory parameters that should be carefully accounted for when evaluating nanoplastic transport in porous media.
- Open Access
- 1 May 2026
- Published by Springer Nature in Discover Chemistry
- Vol. 3 (1) , 236
Integrating self-organising maps and Monte Carlo probabilistic model for groundwater pollution source apportionment and risk analysis at Kokompe in southwestern Ghana
- 1 May 2026
- Published by Springer Nature in Discover Chemistry
- Vol. 3 (1) , 236
Open AccessIntegrating self-organising maps and Monte Carlo probabilistic model for groundwater pollution source apportionment and risk analysis at Kokompe in southwestern Ghana
- 10 September 2025
- Published by Elsevier in Journal of Environmental Management
- Vol. 393, 127223
Spatiotemporal differentiation mechanisms of groundwater PAH-PAE co-contamination: Environmental drivers and seasonal microbial dynamics
- 10 September 2025
- Published by Elsevier in Journal of Environmental Management
- Vol. 393, 127223
Spatiotemporal differentiation mechanisms of groundwater PAH-PAE co-contamination: Environmental drivers and seasonal microbial dynamics
- 22 March 2025
- Published by Elsevier in Water Research
- Vol. 280, 123535
The spatiotemporal evolution of dissolved-phase NAPL plumes revealed by the integrated groundwater quality and machine learning models
- 22 March 2025
- Published by Elsevier in Water Research
- Vol. 280, 123535
The spatiotemporal evolution of dissolved-phase NAPL plumes revealed by the integrated groundwater quality and machine learning models
- Open Access
Influence of Clay on Solute Transport in Saturated Homogeneous Mixed Media
In this study, four homogeneous porous media (HPM1-HPM4), consisting of distinct proportions of sand-sized and clay-sized solid beads, were prepared and used as single fracture infills. Flow and nonreactive solute transport experiments in HPM1-HPM4 under three flow rates were conducted, and the measured breakthrough curves (BTCs) were quantified using conventional advection-dispersion equation (ADE), mobile-immobile model (MIM), and continuous time random walk (CTRW) model with truncated power law transition time distribution. The measured BTCs showed stronger non-Fickian behaviour in HPM2-HPM4 (which had clay) than in HPM1 (which had no clay), implying that clay enhanced the non-Fickian transport. As the fraction of clay increased, the global error of ADE fits also increased, affirming the inefficiency of ADE in capturing the clay-induced non-Fickian behaviour. MIM and CTRW performed better in capturing the non-Fickian behaviour. Nonetheless, CTRW’s performance was robust. 12.5% and 25% of clay in HPM2 and HPM3, respectively, decreased the flowing fluid region and increased the solute exchange rate between the flowing and stagnant fluid regions in MIM. For CTRW, the power law exponent () values were 1.96, 1.75, and 1.63 in HPM1-HPM3, respectively, implying enhanced non-Fickian behaviour. However, for HPM4, whose clay fraction was 50%, the value was 1.87, implying a deviation in the trend of non-Fickian enhancement with increasing clay fraction. This deviation indicated that non-Fickian behaviour enhancement depended on the fraction of clay present. Moreover, increasing flow rate enhanced the non-Fickian transport based on .
Open AccessInfluence of Clay on Solute Transport in Saturated Homogeneous Mixed Media
In this study, four homogeneous porous media (HPM1-HPM4), consisting of distinct proportions of sand-sized and clay-sized solid beads, were prepared and used as single fracture infills. Flow and nonreactive solute transport experiments in HPM1-HPM4 under three flow rates were conducted, and the measured breakthrough curves (BTCs) were quantified using conventional advection-dispersion equation (ADE), mobile-immobile model (MIM), and continuous time random walk (CTRW) model with truncated power law transition time distribution. The measured BTCs showed stronger non-Fickian behaviour in HPM2-HPM4 (which had clay) than in HPM1 (which had no clay), implying that clay enhanced the non-Fickian transport. As the fraction of clay increased, the global error of ADE fits also increased, affirming the inefficiency of ADE in capturing the clay-induced non-Fickian behaviour. MIM and CTRW performed better in capturing the non-Fickian behaviour. Nonetheless, CTRW’s performance was robust. 12.5% and 25% of clay in HPM2 and HPM3, respectively, decreased the flowing fluid region and increased the solute exchange rate between the flowing and stagnant fluid regions in MIM. For CTRW, the power law exponent () values were 1.96, 1.75, and 1.63 in HPM1-HPM3, respectively, implying enhanced non-Fickian behaviour. However, for HPM4, whose clay fraction was 50%, the value was 1.87, implying a deviation in the trend of non-Fickian enhancement with increasing clay fraction. This deviation indicated that non-Fickian behaviour enhancement depended on the fraction of clay present. Moreover, increasing flow rate enhanced the non-Fickian transport based on .