The effects of water table fluctuation on LNAPL deposit in highly permeable porous media: A coupled numerical and experimental study.

COMSOL multiphysics® Groundwater table fluctuations Light non-aquous phase liquid (LNAPL) Three-phase flow in porous media Time domain reflectrometer (TDR)

Journal

Journal of contaminant hydrology
ISSN: 1873-6009
Titre abrégé: J Contam Hydrol
Pays: Netherlands
ID NLM: 8805644

Informations de publication

Date de publication:
05 2023
Historique:
received: 27 09 2022
revised: 07 04 2023
accepted: 18 04 2023
medline: 9 6 2023
pubmed: 29 4 2023
entrez: 28 4 2023
Statut: ppublish

Résumé

Light Non-Aqueous Phase Liquid (LNAPL) flow on the water table is highly mobile and is sensitive to the fluctuation of groundwater. This process is highly complex and involves the migration of three immiscible phases (i.e. water, LNAPL and air) which need the explicit definition of multiple parameters. A coupled experimental and numerical simulation methodology is performed by using Time Domain Reflectrometer (TDR) and multiphase simulation of a controlled environment to mimic the water table fluctuation and its effect on the LNAPL residual saturation. TDR probes are installed in different locations of a 2D tank (i.e. a cuboid box with relatively low off-plane thickness) and the bulk permittivity of the phases are measured through artificially imposed boundary conditions. The bulk permittivity is then translated into saturation of the three different phases. The translated residual saturations along with the previously measured porous media properties (e.g. porosity and saturated permeability) are then inserted into the numerical simulator (i.e. COMSOL Multiphysics®) and the migration of the three phase in porous media is simulated. The numerical exponents and entry pressures needed for the simulation of the multiphase flow are estimated using the temporal experimental values. The exponents of water LNAPL relative permeability were estimated to be around 2 while the exponents gas LNAPL relative permeability were estimated to be closer to 3. The results, simulated with the optimized parameters, are then evaluated with pictures taken from the transparent face of the 2D tank different stages of the experiment. The temporal evolution of different phase saturation has been compared and validated between the experimental results obtained and interpreted by the TDR probe measurements and the simulations. The relative error stays in the 5 % confidence level for most reported points and only in the highly dynamic flow time steps the error reaches around 12% which are discussed in the text and is accepted due to the highly nonlinear nature of the problem.

Identifiants

pubmed: 37116372
pii: S0169-7722(23)00053-0
doi: 10.1016/j.jconhyd.2023.104183
pii:
doi:

Substances chimiques

Water Pollutants, Chemical 0

Types de publication

Journal Article

Langues

eng

Sous-ensembles de citation

IM

Pagination

104183

Informations de copyright

Copyright © 2023 Elsevier B.V. All rights reserved.

Déclaration de conflit d'intérêts

Declaration of Competing Interest The authors declare that they have no known competing financial interests or personal relationships that could have appeared to influence the work reported in this paper.

Auteurs

Behshad Koohbor (B)

BRGM (French Geological Survey), Orléans, France; HydroSciences Montpellier, Université de Montpellier, CNRS, IMT, IRD, Montpellier, France. Electronic address: behshad.koohbor@umontpellier.fr.

Stéfan Colombano (S)

BRGM (French Geological Survey), Orléans, France.

Titouan Harrouet (T)

BRGM (French Geological Survey), Orléans, France.

Jacques Deparis (J)

BRGM (French Geological Survey), Orléans, France.

Fabien Lion (F)

BRGM (French Geological Survey), Orléans, France.

Dorian Davarzani (D)

BRGM (French Geological Survey), Orléans, France.

Behzad Ataie-Ashtiani (B)

Department of Civil Engineering, Sharif University of Technology, PO Box 11155-9313, Tehran, Iran; National Centre for Groundwater Research & Training, College of Science & Engineering, Flinders University, GPO Box 2100, Adelaide, South Australia 5001, Australia.

Articles similaires

Humans Meta-Analysis as Topic Sample Size Models, Statistical Computer Simulation
Humans Algorithms Software Artificial Intelligence Computer Simulation
Humans Robotic Surgical Procedures Clinical Competence Male Female
Nigeria Environmental Monitoring Solid Waste Waste Disposal Facilities Refuse Disposal

Classifications MeSH