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Finite Difference Discretization of Third-Order Advection Water Seepage Equation in Earth Dams
Subject area: Science,Engineering and Technology · Area of research: Applied Mathematics
Abstract
This paper presents the finite difference discretization of a third-order advection water seepage equation for earth dam analysis. Traditional seepage models have predominantly focused on diffusion-dominated transport, systematically neglecting advection effects that may be significant in heterogeneous dam materials. This study develops a comprehensive mathematical framework for discretizing the enhanced seepage equation: ?u/?t = ?(?u/?x) + ?(??u/?x?) + ?(??u/?x??t) + f(x), where the advection term ?(?u/?x) represents bulk transport mechanisms previously omitted in seepage analysis. Using Taylor series expansion methodology, finite difference approximations are systematically developed for each differential operator. The discretization process transforms the continuous partial differential equation into a computationally tractable algebraic system, enabling numerical solution implementation. The resulting Crank-Nicolson finite difference scheme demonstrates second-order spatial accuracy and first-order temporal accuracy. This discretization framework provides the foundation for comprehensive seepage analysis that incorporates both diffusive and advective transport mechanisms, offering enhanced accuracy for dam safety assessment compared to traditional diffusion-only models.
Keywords
Finite Difference Method, Seepage Equation, Earth Dams, Advection-Diffusion
References
[1] Casagrande, A. (1937). Seepage through dams. Harvard University Press.
[2] Darcy, H. (1856). Les fontaines publiques de la ville de Dijon. Victor Dalmont.
[3] Dupuit, J. (1863). Etudes théoriques et pratiques sur le mouvement des eaux dans les canaux découverts et à travers les terrains perméables (2nd ed.). Dunod.
[4] Fukuchi, T. (2016). Numerical analyses of steady-state seepage problems using the interpolation finite difference method. Soils and Foundations, 56(4), 608-626.
[5] Hassan, M., & Zwain, H. (2020). Comprehensive studies using SEEP/W software for seepage analysis through earth-fill dams. Engineering Journal, 24(3), 123-145.
[6] Kalateh, F., & Kheiry, M. (2020). Stochastic analysis methods for earth dam seepage: A comprehensive review. Stochastic Environmental Research and Risk Assessment, 34(7), 1473-1492.
[7] Nyachwaya, N. M., Sigey, J. K., Okelo, J. A., & Okwoyo, J. M. (2014). Finite difference solution of seepage equation: A mathematical model for fluid flow. International Journal of Mathematical Sciences and Applications, 4(2), 45-58.
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[9] Singh, A., Kumar, P., & Sharma, R. (2020). Advanced computational methods for fluid flow analysis: Recent developments and applications. Journal of Computational Physics, 402, Article 109087.
How to cite this paper
@article{1709953,
author = {Moses Kalibo Nyongesa, Vincent Marani, Michael Oduor Okoya},
title = {Finite Difference Discretization of Third-Order Advection Water Seepage Equation in Earth Dams},
journal = {Iconic Research And Engineering Journals},
year = {2025},
volume = {9},
number = {2},
pages = {1-5},
issn = {2456-8880},
url = {https://www.irejournals.com/formatedpaper/1709953.pdf},
abstract = {This paper presents the finite difference discretization of a third-order advection water seepage equation for earth dam analysis. Traditional seepage models have predominantly focused on diffusion-dominated transport, systematically neglecting advection effects that may be significant in heterogeneous dam materials. This study develops a comprehensive mathematical framework for discretizing the enhanced seepage equation: ?u/?t = ?(?u/?x) + ?(??u/?x?) + ?(??u/?x??t) + f(x), where the advection term ?(?u/?x) represents bulk transport mechanisms previously omitted in seepage analysis. Using Taylor series expansion methodology, finite difference approximations are systematically developed for each differential operator. The discretization process transforms the continuous partial differential equation into a computationally tractable algebraic system, enabling numerical solution implementation. The resulting Crank-Nicolson finite difference scheme demonstrates second-order spatial accuracy and first-order temporal accuracy. This discretization framework provides the foundation for comprehensive seepage analysis that incorporates both diffusive and advective transport mechanisms, offering enhanced accuracy for dam safety assessment compared to traditional diffusion-only models.},
keywords = {Finite Difference Method, Seepage Equation, Earth Dams, Advection-Diffusion},
month = {August},
}