Comparison of finite difference and finite volume methods for numerical simulation of filtration in a cylindrical porous filter
DOI:
https://doi.org/10.71310/pcam.4_74.2026.04Keywords:
cylindrical porous filter, filtration processes, Brinkman–Darcy model, finite difference method, finite volume method, numerical simulationAbstract
This study presents a comparative numerical investigation of the Finite Difference Method (FDM) and the Finite Volume Method (FVM) for simulating filtration processes in a cylindrical porous filter. The mathematical model combines axisymmetric Brinkman–Darcy flow equations with advection–diffusion–reaction equations describing the transport of dissolved substances in a porous medium. Both numerical methods are applied to the same mathematical model under identical initial, boundary, and computational conditions. The comparison considers pressure and velocity distributions, solute concentration, numerical accuracy, grid convergence, conservation properties, stability, and computational efficiency. Numerical experiments are performed to evaluate the influence of the computational method on the simulation results. The results demonstrate the advantages and differences of the finite difference and finite volume approaches and provide a basis for selecting an appropriate numerical method for modeling filtration processes in cylindrical porous media.
References
Ravshanov N., Boborakhimov B. I., Berdiyorov Sh. Sh. 2026. Membrane fouling characteristics during filtration and transport processes in a cylindrical porous filter. Problems of Computational and Applied Mathematics. 3(73): 104–124. doi: https://doi.org/10.71310/pcam.3_73.2026.08.
Ravshanov N., Boborakhimov B. I., Berdiyorov Sh. Sh. 2025. Numerical modeling of liquid solution filtration in a cylindrical porous filter. Problems of Computational and Applied Mathematics. 5(69). doi: https://doi.org/10.71310/pcam.5_69.2025.04.
Ravshanov N., Boborakhimov B. I., Berdiyorov Sh. Sh. 2026. Numerical modeling of filtration and transport processes in a cylindrical porous filter using the finite volume method. Problems of Computational and Applied Mathematics. 1(71). doi: https://doi.org/10.71310/pcam.1_71.2026.03.
Ravshanov N., Abdullaev Z., Khafizov O. 2020. Modeling the filtration of groundwater in multilayer porous media. Construction of Unique Buildings and Structures. 92: Art. 9206. [5] Ravshanov N., Turakulov J., Turkmanova S., Ungalov S. 2025. Numerical study of technological process of liquid solution filtration. AIP Conference Proceedings. 3256: Art. 040017.doi: https://doi.org/10.1063/5.0267147.
Fujisawa K., Murakami A. 2018. Numerical analysis of coupled flows in porous and fluid domains by the Darcy–Brinkman equations. Soils and Foundations. 58(5): 1240–1259. doi: https://doi.org/10.1016/j.sandf.2018.07.003.
Wang X., Liu W., Feng Y. 2023. Modeling and numerical analysis of compressible Darcy–Brinkman fluid flow in fractured media with finite volume method on non-matching grids. Journal of Computational and Applied Mathematics. 420: Art. 114774. doi: https://doi.org/10.1016/j.cam.2022.114774.
Ahusborde E., El Ossmani M., Id Moulay M. 2019. A fully implicit finite volume scheme for single phase flow with reactive transport in porous media. Mathematics and Computers in Simulation. 164: 3–23. doi: https://doi.org/10.1016/j.matcom.2018.09.001.
Zhu X., Liu W. 2026. A space–time fourth-order compact finite difference scheme for semilinear compressible Darcy–Brinkman model. Mathematical Methods in the Applied Sciences. 49(9): 9336–9355. doi: https://doi.org/10.1002/mma.70525.
Liu W., Chen Y., Wang Z., Huang J. 2023. Second-order numerical method for coupling of slightly compressible Brinkman flow with advection–diffusion system in fractured media. Journal of Computational Physics. 486: Art. 112120. doi: https://doi.org/10.1016/j.jcp.2023.112120.
Liu W., Wang P., Fan G. 2025. A space–time second-order algorithm based on finite volume method for Brinkman flow and reactive transport model in porous media with variable fractures. Journal of Computational and Applied Mathematics. 462: Art. 116468. doi: https://doi.org/10.1016/j.cam.2024.116468.
Nordbotten J. M. 2014. Finite volume hydromechanical simulation in porous media. Water Resources Research. 50(5): 4379–4390. doi: https://doi.org/10.1002/2013WR015179.
Dudun A., Feng Y. 2024. Modeling fluid flow in fractured porous media: a comparative analysis between Darcy–Darcy model and Stokes–Brinkman model. Journal of Petroleum Exploration and Production Technology. 14: 909–926. doi: https://doi.org/10.1007/s13202-023-01743-x.
Celia M. A., Bouloutas E. T., Zarba R. L. 1990. A general mass-conservative numerical solution for the unsaturated flow equation. Water Resources Research. 26(7): 1483–1496. doi: https://doi.org/10.1029/WR026i007p01483.
Bear J., Cheng A. H.-D. 2010. Modeling groundwater flow and contaminant transport. Dordrecht: Springer. 834 p. doi: https://doi.org/10.1007/978-1-4020-6684-3.
Downloads
Published
Issue
Section
License
Copyright (c) 2026 Sh.Sh. Berdiyorov

This work is licensed under a Creative Commons Attribution 4.0 International License.