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Boundary Integral Procedures for Unsaturated Flow Problems

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Abstract

Abstract. A novel numerical scheme based on the singular integral theory of the boundary element method. (BEM) is presented for the solution of transient unsaturated flow in porous media. The effort in the present paper is directed in facilitating the application of the boundary integral theory to the solution of the highly non-linear equations that govern unsaturated flow. The resulting algorithm known as the Green element method (GEM) presents a robust attractive method in the state-of -the-art application of the boundary element methodology. Three GEM models based on their different methods of handling the non-linear diffusivity, illustrate the suitability and robustness of this approach for solving highly non-linear 1-D and 2-D flows which would have proved cumbersome or too difficult to implement with the classical BEM approach.

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References

  • Allen, M. B. and Murphy, C. L.: 1985, A finite element collocation method for variably saturated flows in porous media, Num. Meth. Partial Differential Equations 1(3), 229–239.

    Google Scholar 

  • Bush, M. B. and Tanner, R. I.: 1990, Boundary element analysis of slow non-Newtonian flow, in: P. K. Banerjee, and L. Morino (eds), Boundary Element Methods in Nonlinear Fluid Dynamics, pp. 285–317.

  • Bruch, J. C., jr.: 1975, Finite element solutions for unsteady and unsaturated flow in porous media, University of California Davis Contribution No. 152.

  • Bruch, J. C., jr. and Zyvolovsky, G.: 1973c, Solution of equation for vertical unsaturated flow of soil water, Soil Science 116, 417–422.

    Google Scholar 

  • Celia, M. A., Bouloutas, E. T. and Zarba, R. L.: 1990, A general mass-conservation numerical solution for unsaturated flow equation, Water Resour. Res. 26(7), 1483–1496.

    Google Scholar 

  • Durlofsky, L. J.: Numerical calculation of equivalent grid block conductivity tensors for heterogeneous porous media, Water Resour. Res. 27(5), 699–708.

  • Dargush, G. F. and Banerjee, P. K.: 1991, Application of the boundary element method to transient heat conduction, Int. J. Num. Meth. Eng. 31, 1231–1247.

    Google Scholar 

  • Freeze, R. A.: 1969, The mechanism of groundwater recharge and discharge: 1. One dimensional vertical, unsteady, unsaturated flow above a recharging or discharging groundwater flow system, Water Resour. Res. 5, 153–171.

    Google Scholar 

  • Furzeland, R. M., Verwer, J. G. and Zegeling, P. A.: 1990, A numerical study of three moving grid methods for one-dimensional partial differntial equations which are based on the methods of lines, J. Comput. Phys. 89, 349–388.

    Google Scholar 

  • Gotardi, G. And Venutelli, M.: 1992, Finite element model for one-dimensional infiltration in unsaturated soil, Water Resour. Res. 28, 3259–3267.

    Google Scholar 

  • Haverkamp, R., Vauclin, M., Touma, J., Wierenga, P. J. and Vachaud, G.: 1977, A comparison of numerical simulation models for one-dimensional infiltration, Soil Sci. Soc. Am. J. 41, 285–294.

    Google Scholar 

  • Haverkamp, R. and Vauclin, M.: 1979, A note on estimating finite difference interblock hydraulic conductivity values for transient unsaturated flow problems, Water Resour. Res. 15(1) 181–187.

    Google Scholar 

  • Huang, K.: 1987, A numerical method for the problem of unsaturated flow in soils, J. Water Conser. 9, 9–16.

    Google Scholar 

  • Huyarkon, P. S., Thomas, S. D. and Thompson, B. M.: 1984, Technique for making finite element competitive in modelling flow in variably saturated porous media, Water Resour. Res. 20, 1099–1115.

    Google Scholar 

  • Huyarkon, P. S., Springer, E. P., Guvanasen, V. and Wadsworth, T. D.: 1986, A three-dimensional finite-element model for simulating water flow in variably saturated porous media, Water Resour. Res. 22, 1790–1808.

    Google Scholar 

  • Johnson, I. W., Wathen, A. J. and Baines, M. J. 1988, Moving finite element methods for evolutionary problems, II applications, J. Comput. Phys. 79, 270–297.

    Google Scholar 

  • Kirkland, M. R. and Hills, R. G.: 1992, Algorithm for solving Richards' equation for variably saturated soils, Water Resour. Res. 28, 2049–2058.

    Google Scholar 

  • Liggett, J. A. and Liu, P. L-F.: 1983, The Boundary Integral Method for Porous Media Flow, Allen and Unwin, London.

    Google Scholar 

  • Milly, P. C. D.: 1985, A mass-conservative procedure for time stepping in models of unsaturated flow, Adv. Water Resour. 8, 32–36.

    Google Scholar 

  • Moltz, F. J. and Remson, L.: 1971, Application of an extraction-term model to the study of moisture flow to plant roots, Agron. J. 63, 72–77.

    Google Scholar 

  • Mualem, Y.: 1976, A new model for predicting the hydraulic conductivity of unsaturated porous media, Water Resour. Res. 12, 513–522.

    Google Scholar 

  • Nardini, D. and Brebbia, C. A.: 1982 A new approach to free vibration analysis using elements, in: C. A. Brebbia (ed.), Boundary Element Methods in Engineering.

  • Nielsen, D. R., Kirkham, D. and van Wijk, W. R.: 1961, Diffusion equation calculations of field soil water infiltration profiles, Soil Sci. Soc. Am. Proc. 51, 165–168.

    Google Scholar 

  • Noetinger, B.: 1994, The effective permeability of a heterogeneous porous medium, Transport in Porous Media 15, 99–127.

    Google Scholar 

  • Onyejekwe, O. O.: 1996a, Green element description of mass transfer in reacting systems, Num. Heat Transfer 30, 483–496.

    Google Scholar 

  • Onyejekwe, O. O.: 1996b, A Green element treatment of isothermal flow with second order reaction, Int. Comm. Heat Mass Transfer 19, 675–684.

    Google Scholar 

  • Paniconi, C. and Putti, M. A.: 1994, Comparison of Picard and Newton iteration in the numerical solution of multidimensional variably saturated flow problems, Adv. Water Resour. Res. 30, 3357–3374.

    Google Scholar 

  • Patridge, P. W., Brebbia, C.A. and Wrobel, L. C.: 1991, The dual reciprocity boundary element method, Computational Mechanics Publications and Elsevier, Southampton and London.

  • Philip, J. R.: 1957, The theory of infiltration: 1. The infiltration equation and its solution, Soil Sci. 83, 435–448.

    Google Scholar 

  • Philip, J. R.: 1969, Theory of infiltration, Adv. Hydrosci. 5, 212–305.

    Google Scholar 

  • Powell, M. J. D.: 1970, A fortran subroutine for solving systems of nonlinear algebraic equations, in: Numerical Methods for Nonlinear Algebraic Equations, Gordon & Breach, New York, pp. 115–161.

    Google Scholar 

  • Pullan, A. J.: 1990, The quasilinear approximation for unsaturated porous media flow, Water Resour. Res. 26, 1219–1234.

    Google Scholar 

  • Rathfelder, K. and Abriola, L. M.: 1994, Mass conservative numerical solutions of head-based Richards equation, Water Resour. Res. 30, 2579–2586.

    Google Scholar 

  • Rubin, J. and Steinhardt, R.: 1963, Soil water relations during rain infiltration: 1. Theory, Soil Sci. Soc. Am. J. 27, 246–251.

    Google Scholar 

  • Romeu, R. K. and Noetinger, B.: 1995, Calculation of internodal transmissivities in finite difference models of flow in heterogeneous porous media, Water Resour. Res. 31, 943–959.

    Google Scholar 

  • Taghavi-Shirazi, S.-A.: 1983, A Galerkin finite element model for infiltration into unsaturated porous media: A thesis submitted in partial satisfaction of the degree of Master of Science in Engineering, University of California, Davis.

    Google Scholar 

  • Taigbenu, A. E.: 1995, The Green element method, Int. J. Num. Meth. Eng. 38, 2241–2263.

    Google Scholar 

  • Taigbenu, A. E. and Onyejekwe, O. O.: 1995, Green element simulations of the transient nonlinear unsaturated flow equation, Appl. Math. Model. 19, 675–684.

    Google Scholar 

  • Tsai, W. F. Chen, C.-I. and Tien, H.-C.: 1993, Finite analytic numerical solutions for unsaturated flow with irregular boundaries, ASCE J. Hydr. Eng. 119, 1278–1298.

    Google Scholar 

  • van Genuchten: (1976), Moisture transport from disposal sites, Report to Environmental Protection Agency.

  • van Genuchten, M. T.: 1978b, Calculating the unsaturated hydraulic conductivity with a new closed form analytical model, Research Report 78-WR-08, water resources program, Department of Civil engineering, Princeton University, Princeton, NJ.

    Google Scholar 

  • van Genuchten, M. T.: 1978, Moisture transport from disposal sites, Report to Environmental Protection Agency.

  • van Genuchten, M. T.: 1982, A comparison of numerical solutions of the one-dimensional unsaturated-saturated flow and mass transport equations, Adv. Water Resour., 47–55.

  • Warrick, A. W. and Lomen, D. O.: 1976, Time-dependent linearized infiltration: III. Strip and Disc. Sources., Soil Sci. Soc. Am. J. 40, 639–643.

    Google Scholar 

  • Wu, J. C. and Wang, C. M.: 1990, Recent advances in solution methods for unsteady viscous flows, in: P. K. Banerjee, and L. Morino (eds), Boundary Element Methods in Nonlinear Fluid Dynamics, pp. 285–317.

  • Xie, C.-H. and Zhu, X.-Y.: 1992, Numerical solution of SUPG finite element method for unsaturated flow, in: T. F. Russell, R. E. Ewing, C. A. Brebbia, W. G. Gray and G. F. Pindaer (eds), Comput. Meth. Water Resour. IX, 229–235.

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Onyejekwe, O.O. Boundary Integral Procedures for Unsaturated Flow Problems. Transport in Porous Media 31, 313–330 (1998). https://doi.org/10.1023/A:1006525124289

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