TY - JOUR
T1 - A novel 1.5-D solution method for solving 2-D advection–dispersion-reaction equations in layered media
T2 - application to a triple-domain PRB system considering arbitrary source distributions
AU - Chen, Zhang Long
AU - Liu, Jun
AU - Yeh, Tian Chyi Jim
AU - Yu, Chuang
AU - Wang, Shun
AU - Wu, Wei
N1 - Publisher Copyright:
© 2025 Elsevier B.V.
PY - 2025/12
Y1 - 2025/12
N2 - Permeable reactive barrier (PRB) is a promising technology for groundwater remediation. The variation in the concentration of contaminant source upstream the PRB is a key consideration for analyzing the remediation process. However, the concentration variation in the upstream aquifer has yet to be considered in existing analytical models. This paper develops a new 2-D analytical model for contaminant transport through an upstream aquifer-PRB-downstream aquifer (UA-PRB-DA) system, and an arbitrary distribution of source concentration is considered in the UA. A novel analytical approach (1.5-D solution method) is presented to obtain exact solution to 2-D advection–dispersion-reaction equations (ADREs) for contaminant transport through the UA-PRB-DA system. The solution has been validated against an analytical solution, a semi-analytical solution and numerical results. The results show that our solution produces the 2-D transport characteristics well through the PRB system. Both the evolutions of the upstream contaminant concentration and the downstream transport can be captured. Under the effect of advection, the contaminant plume in the UA continuously approaches the PRB, and its distribution pattern changes constantly. A higher flow velocity accelerates the remediation upstream of the PRB, but may bring a risk to the downstream aquifer. The effect of flow velocity on the reacted contaminant amount in the PRB is associated with elapsed time. The proposed solution is a valuable tool for designing groundwater remediation and contaminant barriers and the benchmark for numerical models.
AB - Permeable reactive barrier (PRB) is a promising technology for groundwater remediation. The variation in the concentration of contaminant source upstream the PRB is a key consideration for analyzing the remediation process. However, the concentration variation in the upstream aquifer has yet to be considered in existing analytical models. This paper develops a new 2-D analytical model for contaminant transport through an upstream aquifer-PRB-downstream aquifer (UA-PRB-DA) system, and an arbitrary distribution of source concentration is considered in the UA. A novel analytical approach (1.5-D solution method) is presented to obtain exact solution to 2-D advection–dispersion-reaction equations (ADREs) for contaminant transport through the UA-PRB-DA system. The solution has been validated against an analytical solution, a semi-analytical solution and numerical results. The results show that our solution produces the 2-D transport characteristics well through the PRB system. Both the evolutions of the upstream contaminant concentration and the downstream transport can be captured. Under the effect of advection, the contaminant plume in the UA continuously approaches the PRB, and its distribution pattern changes constantly. A higher flow velocity accelerates the remediation upstream of the PRB, but may bring a risk to the downstream aquifer. The effect of flow velocity on the reacted contaminant amount in the PRB is associated with elapsed time. The proposed solution is a valuable tool for designing groundwater remediation and contaminant barriers and the benchmark for numerical models.
KW - Advection-dispersion-reaction equation
KW - Analytical solution
KW - Arbitrary source distribution
KW - Contaminant transport
KW - Permeable reactive barrier
KW - Two-dimensional layered media
UR - https://www.scopus.com/pages/publications/105013304265
UR - https://www.scopus.com/pages/publications/105013304265#tab=citedBy
U2 - 10.1016/j.jhydrol.2025.134049
DO - 10.1016/j.jhydrol.2025.134049
M3 - Article
AN - SCOPUS:105013304265
SN - 0022-1694
VL - 662
JO - Journal of Hydrology
JF - Journal of Hydrology
M1 - 134049
ER -