Numerical Analysis of Seepage in Steady and Transient Flow State by the Radial Basis Function Method

Document Type : Research

Authors

1 Professor, Department of Civil Engineering, Faculty of Engineering, University of Maragheh, Maragheh, Iran.

2 Assistant Professor, Department of Civil Engineering, Faculty of Engineering, University of Maragheh, Maragheh, Iran.

3 M.sc student Department of Civil Engineering, Faculty of Engineering, University of Maragheh, Maragheh, Iran.

4 M.sc student, Department of Civil Engineering, Faculty of Engineering, University of Maragheh, Maragheh, Iran.

Abstract

Here, the meshless method with the finite difference method has been used to discretize the governing equations of the seepage phenomenon from under the dam in the steady and transient flow. The seepage problem was solved by considering the 6656 triangular mesh and 3449 nodes by the Finite Element Method and was used for validation. The radial basis function method (RBF) was considered one of the methodological methods to solve the seepage problem by considering several points. The results showed that by increasing the number of points, the accuracy of the solution increases, and the error decreases. The results of statistical indicators in the RBF method are reduced compared to the Finite Element Method. The results showed the proximity of the initial approximations to the original answer. The shape factor of the base function depends on the geometry and the governing equation, so the exact shape factor was used for the steady and transient state. In the transient condition, with the water level behind the dam remaining constant, the water head below the dam also reaches a constant value over time. The calculation of statistical indicators showed that the solution by the RBF method has acceptable accuracy.

Keywords

Main Subjects


[1] Huang, T., Rudnicki, J. W., A. (2006). Mathematical model for seepage of deeply buried groundwater under higher pressure and temperature. Journal of hydrology, 327 (1-2), 42-54.
https://doi.org/10.1016/j.jhydrol.2005.11.010
 
[2] Honjo, Y., Giao, P. H., & Naushahi, P. A. (1995). Seepage analysis of Tarbela dam (Pakistan) using finite element method. International Journal of Rock Mechanics and Mining Sciences and Geomechanics Abstracts, 32 (3), 131A.
https://doi.org/10.1016/0148-9062(95)90213-O
 
[3] Brebbia, C. A., Chang, O. V. (1979). Boundary elements applied to seepage problems in zoned anisotropic soils, Advances in Engineering Software, 1 (3), 95-105.
https://doi.org/10.1016/0141-1195(79)90030-5
 
[4] Darbandi, M., Torabi, S. O., Saadat, M., Daghighi, Y., & Jarrabashi, D. (2007). A moving-mesh finite volume method to solve free-surface seepage problem in arbitrary geometries. Numerical and analytical methods in Geomechanics, (31) 41, 1609-1629.
https://doi.org/10.1002/nag.611
 
[5] Daneshfaraz, R., Kaya, K. (2008). Solution of the propagation of the waves in open channels by the transfer matrix method. Ocean Engineering, 35 (11-12), 1075-1079.
https://doi.org/10.1016/j.oceaneng.2008.05.002
 
[6] Abbaszadeh, H., Norouzi, R., Sume, V., Kuriqi, A., Daneshfaraz, R., & Abraham, J. (2023). Sill Role Effect on the Flow Characteristics (Experimental and Regression Model Analytical). Fluids, 8(8), 235.
https://doi.org/10.3390/fluids8080235
 
[7] Daneshfaraz, R., Norouzi, R., Abbaszadeh, H., Kuriqi, A., & Di Francesco, S. (2022). Influence of sill on the hydraulic regime in sluice gates: an experimental and numerical analysis. Fluids, 7(7), 244.
https://doi.org/10.3390/fluids7070244
 
[8] Li, J., Chen, Y., & Pepper, D. (2003). Radial basis function method for 1D and 2D groundwater contaminant transport modeling. Computational Mechanics, 32 (1-2), 10-15.
https://doi.org/10.1007/s00466-003-0447-y
 
[9] Gingold, R. A., Monaghan, J. J. (1977). Smoothed particle hydrodynamics: theory and application to non-spherical stars. Monthly notices of the royal astronomical society, 181 (3), 375-389.
https://doi.org/10.1093/mnras/181.3.375
 
[10] Kansa, E. (1990). Multiquadrics-A scattered data approximation scheme with application to computational fluid dynamics. Solution to parabolic, hyperbolic and elliptic partial differential equations. Computers & Mathematics with Applications, 19 (8-9), 147-161.
https://doi.org/10.1016/0898-1221(90)90271-K
 
[11] Boztosun, I., Charafi, A., Zerroukat, M., & Djidjeli, K. (2002). Thin-plate spline radial basis function scheme for advection-diffusion problems. Electric Journal of Boundary Elements, 2, 889-895.
https://doi.org/10.1016/S0955-7997(02)00053-X
 
[12] Sarler, B., Perko, J., & Chen, C.S. (2004). Radial basis function collocation method solution of natural convection in porous media. International Journal of Numerical Methods for Heat & Fluid Flow, (14)2, 187-212.
https://doi.org/10.1108/09615530410513809
 
[13] Durmus, A., Boztosun, I., & Yasuk, F. (2006). Comparative study of the multiquadratic and thin-plate spline radial basis function for the transient-convection diffusion problem. International Journal of Modern Physics C., (17)8, 1151-1169.
https://doi.org/10.1142/S0129183106009783
 
[14] Nourani, V., Mousavi, Sh. (2016). Spatiotemporal groundwater level modeling using hybrid artificial intelligence-meshless method. Journal of Hydrology, 536, 10-25.
https://doi.org/10.1016/j.jhydrol.2016.02.030
 
[15] Hashemi, M. R., Hatam, F. (2011). Unsteady seepage analysis using local radial basis function-based differential quadrature method. Applied Mathematical Modeling, 35, 4934-4950.
https://doi.org/10.1016/j.apm.2011.04.002
 
[16] Ouria, A., Toufigh, M. M., & Nakhani, A. (2007). An investigation on the effect of the coupled and uncoupled formulation on transient seepage by the finite element method. American Journal of Applied Sciences, (4)12, 950-956.
https://doi.org/10.3844/ajassp.2007.950.956
 
[17] Cooley, R. L. (1983). Some new procedures for numerical solution of variably saturated flow problems. Water Resources Research, (19)5, 1271-1285.
https://doi.org/10.1029/WR019i005p01271
 
[18] Bear, J., Verruijt, A. (1987). Modeling Two-Dimensional Flow in Aquifers. In: Modeling Groundwater Flow and Pollution. Theory and Applications of Transport in Porous Media, vol 2. Springer, Dordrecht, https://doi.org/10.1007/978-94-009-3379-8_4
https://doi.org/10.1007/978-94-009-3379-8_4
 
[19] Das, B. M., Sobhan, K. (2013). Principles of geotechnical engineering. Cengage Learning.
 
[20] Daneshfaraz, R., Abbaszadeh, H., Gorbanvatan, P., & Abdi, M. (2021). Application of Sluice Gate in Different Positions and Its Effect on Hydraulic Parameters in Free-Flow Conditions. Journal of Hydraulic Structures, 7(3), 72-87.
 
[21] Daneshfaraz, R., Norouzi, R., Abbaszadeh, H., & Azamathulla, H. M. (2022). Theoretical and experimental analysis of applicability of sill with different widths on the gate discharge coefficients. Water Supply, 22(10), 7767-7781.
https://doi.org/10.2166/ws.2022.354
 
[22] Hassanzadeh, Y., & Abbaszadeh, H. (2023). Investigating Discharge Coefficient of Slide Gate-Sill Combination Using Expert Soft Computing Models. Journal of Hydraulic Structures, 9(1), 63-80.
 
[23] Daneshfaraz, R., Norouzi, R., & Abbaszadeh, H. (2022). Experimental investigation of hydraulic parameters of flow in sluice gates with different openings. Environment and Water Engineering, 8(4), 923-939.