Numerical Methods in Civil Engineering

Numerical Methods in Civil Engineering

Comparison of numerical methods for the solution of Richards' equation in layered porous media

Document Type : Research

Authors
1 Assistant professor, Faculty of Civil Engineering, K. N. Toosi University of Technology, Tehran, Iran.
2 M.Sc. student, K. N. Toosi University of Technology, Tehran, Iran.
Abstract
In this research, the advanced finite volume scheme of the Dual Discrete method has been used for the numerical modeling of Richards' equation. Three forms of Richards' equation, including head form, water content form, and mixed form with a modified Picard linearization, are developed and assessed in the two-dimensional domain. Various examples using different soil properties, boundary conditions, and grid structures are solved. The results agree very well with the analytical and numerical solutions in both homogenous and layered porous media. The different forms have been compared in terms of accuracy, the number of iterations, and mass balance ratio. For the test cases considered in this study, the water content form has been determined as the superior method due to the low mass balance error, higher accuracy, and less number of iterations. Also, the modified Picard form improves the conservation of mass and efficiency in comparison to the head-based method. The results indicate that for the head form, a small time step is required to obtain an accurate mass balance, while the two other schemes yield superior mass balance results, even for large time steps. Moreover, the proposed finite volume method shows stable solutions without any numerical oscillations for all of the test cases.
Keywords

Subjects


[1] Farthing, M. W., & Ogden, F. L. (2017). Numerical solution of Richards' equation: A review of advances and challenges. Soil Science Society of America Journal, 81(6), 1257-1269.
[2] Zhang, Z., Wang, W., Yeh, T.C.J., Chen, L., Wang, Z., Duan, L., An, K. & Gong, C. (2016). Finite analytic method based on mixed-form Richards' equation for simulating water flow in vadose zone. Journal of hydrology, 537, 146-156.
[3] Taigbenu, A. E., & Onyejekwe, O. O. (1995). Green element simulations of the transient nonlinear unsaturated flow equation. Applied mathematical modelling, 19(11), 675-684.
[4] Richards, L. A. (1931). Capillary conduction of liquids through porous mediums. Physics, 1(5), 318-333.
[5] Forsyth, P. A., Wu, Y. S., & Pruess, K. (1995). Robust numerical methods for saturated-unsaturated flow with dry initial conditions in heterogeneous media. Advances in Water Resources, 18(1), 25-38.
[6] Romano, N., Brunone, B., & Santini, A. (1998). Numerical analysis of one-dimensional unsaturated flow in layered soils. Advances in Water Resources, 21(4), 315-324.
[7] Ross, P. J. (2003). Modeling soil water and solute transport-Fast, simplified numerical solutions. Agronomy journal, 95(6), 1352-1361.
[8] 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, 1483-1496.
[9] Kirkland, M. R., Hills, R. & Wierenga, P. (1992). Algorithms for solving Richards' equation for variably saturated soils. Water Resources Research, 28, 2049-2058.
[10] Manzini, G. & Ferraris, S. (2004). Mass-conservative finite volume methods on 2-D unstructured grids for the Richards' equation. Advances in Water Resources, 27, 1199-1215
[11] Caviedes-Voullième, D., Garcı, P. & Murillo, J. (2013). Verification, conservation, stability and efficiency of a finite volume method for the 1D Richards equation. Journal of hydrology, 480, 69-84.
[12] Berardi, M., Difonzo, F. & Lopez, L. (2020). A mixed MoL–TMoL for the numerical solution of the 2D Richards' equation in layered soils. Computers & Mathematics with Applications, 79(7), 1990-2001.
[13] Farahi, G., Khodashenas, S.R., Alizadeh, A. & Ziaei, A.N. (2017). New model for simulating hydraulic performance of an infiltration trench with finite-volume one-dimensional Richards' equation. Journal of Irrigation and Drainage Engineering, 143(8), 04017025.
[14] Younes, A., Fahs, M. & Belfort, B. (2013). Monotonicity of the cell-centred triangular MPFA method for saturated and unsaturated flow in heterogeneous porous media. Journal of hydrology, 504, 132-141.
[15] Milly, P. 1984. A mass-conservative procedure for time-stepping in models of unsaturated flow. Finite elements in water resources. Springer.
[16] Karthikeyan, M., Tan, T. S., & Phoon, K. K. (2001). Numerical oscillation in seepage analysis of unsaturated soils. Canadian geotechnical journal, 38(3), 639-651.
[17] Pan, L., Warrick, A. W., & Wierenga, P. J. (1996). Finite element methods for modeling water flow in variably saturated porous media: Numerical oscillation and mass‐distributed schemes. Water Resources Research, 32(6), 1883-1889.
[18] Asadi, R., Ataie-Ashtiani, B., & Simmons, C. T. (2014). Finite volume coupling strategies for the solution of a Biot consolidation model. Computers and Geotechnics, 55, 494-505.
[19]Asadi, R. & Ataie-Ashtiani, B. (2015). A comparison of finite volume formulations and coupling strategies for two-phase flow in deforming porous media. Computers and Geotechnics, 67, 17-32.
[20] Asadi, R. and Ataie-Ashtiani, B., (2016). Numerical modeling of subsidence in saturated porous media: A mass conservative method. Journal of hydrology, 542, pp.423-436.
[21] Asadi, R. (2018). A Mass Conservative Method for Numerical Modeling of Axisymmetric flow. Journal of Hydraulic Structures, 4(2), 1-9.
[22] Asadi, R., & Ataie-Ashtiani, B. (2021). Hybrid finite volume-finite element methods for hydro-mechanical analysis in highly heterogeneous porous media. Computers and Geotechnics, 132, 103996.
[23] Droniou, J. (2014). Finite volume schemes for diffusion equations: introduction to and review of modern methods. Mathematical Models and Methods in Applied Sciences, 24(08), 1575-1619.
[24] Crevoisier, D., Chanzy, A., & Voltz, M. (2009). Evaluation of the Ross fast solution of Richards' equation in unfavourable conditions for standard finite element methods. Advances in water resources, 32(6), 936-947.
[25] Warrick, A. W. (1991). Numerical approximations of Darcian flow through unsaturated soil. Water Resources Research, 27(6), 1215-1222.
[26] van Dam, J. C., Groenendijk, P., Hendriks, R. F., & Kroes, J. G. (2008). Advances of modeling water flow in variably saturated soils with SWAP. Vadose Zone Journal, 7(2), 640-653.
[27] Šimůnek, J., van Genuchten, M. T., & Šejna, M. (2008). Development and applications of the HYDRUS and STANMOD software packages and related codes. Vadose Zone Journal, 7(2), 587-600.
[28] Brooks, R.H., Corey, A.T. (1965). Hydraulic properties of porous media. Colorado State University.
[29] Van Genuchten, M. T. (1980). A closed‐form equation for predicting the hydraulic conductivity of unsaturated soils. Soil science society of America journal, 44(5), 892-898.
[30] Coudière, Y., Vila, J. P., & Villedieu, P. (1999). Convergence rate of a finite volume scheme for a two dimensional convection-diffusion problem. ESAIM: Mathematical Modelling and Numerical Analysis, 33(3), 493-516.
[31] Coudière, Y., & Villedieu, P. (2000). Convergence rate of a finite volume scheme for the linear convection-diffusion equation on locally refined meshes. ESAIM: Mathematical Modelling and Numerical Analysis, 34(6), 1123-1149.
[32] Bevilacqua, I., Canone, D., & Ferraris, S. (2011). Acceleration techniques for the iterative resolution of the Richards equation by the finite volume method. International Journal for Numerical Methods in Biomedical Engineering, 27(8), 1309-1320.
[33] Taigbenu, A.E. & Onyejekwe, O.O. (1995). Green element simulations of the transient nonlinear unsaturated flow equation. Applied mathematical modelling, 19(11), 675-684.
[34] Wang, Q., Horton, R. & Shao, M. (2002). Horizontal infiltration method for determining Brooks‐Corey model parameters. Soil Science Society of America Journal, 66(6), 1733-1739.
[35] Sayah, B., Gil-Rodríguez, M. & Juana, L. (2016). Development of one-dimensional solutions for water infiltration. Analysis and parameters estimation. Journal of Hydrology, 535, 226-234.
[36] Marinelli, F. & Durnford, D.S. (1998). Semianalytical solution to Richards' equation for layered porous media. Journal of irrigation and drainage engineering, 124(6), 290-299.
Volume 9, Issue 3
Winter 2025
Pages 1-10

  • Receive Date 26 February 2023
  • Revise Date 04 July 2023
  • Accept Date 10 July 2023