Abstract
Computer codes to calculate the groundwater potential field ΓΈ(x,t) (a scalar field) are applied on a routine basis by geohydrologists. For this purpose both finite difference and finite element codes are well-suited. However, the flux field q(x,t) (a vector field) obtained from the latter finite element codes has discontinuous normal components on the inter-element boundaries. These discontinuities can lead to serious errors in the resulting flow paths. Finite difference codes, on the other hand, result in a continuous flux field. To avoid a discontinuous flux field, while retaining the advantages of the finite element method, the so-called mixed-hybrid finite element method has recently been developed; see Kaasschieter and Huijben [1]. The block-centred finite difference method (see Aziz and Settari [2]) turns out to be a special case of the mixed-hybrid finite element method; or, in other words, the mixed-hybrid finite element method may be considered as a generalization of the blockcentred finite difference method; see Weiser and Wheeler [3].
Access this chapter
Tax calculation will be finalised at checkout
Purchases are for personal use only
Preview
Unable to display preview. Download preview PDF.
References
Kaasschieter, E.F. and Huijben, A.J.M. Mixed-hybrid finite elements and streamline computations for the potential flow problem, to be published; see also TNO Institute of Applied Geoscience, Report PN 90-02-A, Delft, 1990.
Aziz, K. and Settari, A. Petroleum Reservoir Simulation, Applied Science Publishers Ltd., London, 1979.
Weiser, A. and Wheeler, M.F. On convergence of block-centered finite differences for elliptic problems, SIAM Journal on Numerical Analysis, pp. 351β375, 1985.
Schmid, G. Seepage flow in extremely thin aquifers, Advances in Water Resources, Vol.4, 1981.
Bear, J. and Verruijt, A. Modeling groundwater flow and pollution: with computer programs for sample cases, D. Reidel Publishing Company, Dordrecht, 1987.
Zijl, W. and Nawalany, M. Numerical simulation of fluid flow in porous media using the Cyber 205 and the Delft Parallel Processor, in Algorithms and Applications on Vector and Parallel Computers (Ed. Te Riele, H.J.J., Dekker, Th.J. and Van der Vorst, H.A.), Elsevier Science Publishers B.V. (North Holland), 1987.
Kaasschieter, E.F. A practical termination criterion for the conjugate gradient method, BIT, Vol.28, pp. 308β322, 1988.
Nawalany, M. FLOSA-FE, Finite element model of the three-dimensional groundwater velocity field, TNO Institute of Applied Geoscience, Report OS 89-47, Delft, 1989.
Author information
Authors and Affiliations
Editor information
Editors and Affiliations
Rights and permissions
Copyright information
Β© 1991 Computational Mechanics Publications
About this paper
Cite this paper
Zijl, W., Nawalany, M. (1991). Robustness and Accuracy of Groundwater Flux Computations in Large-Scale Shallow Sedimentary Basins. In: Brebbia, C.A., Ferrante, A.J. (eds) Reliability and Robustness of Engineering Software II. Springer, Dordrecht. https://doi.org/10.1007/978-94-011-3026-4_17
Download citation
DOI: https://doi.org/10.1007/978-94-011-3026-4_17
Publisher Name: Springer, Dordrecht
Print ISBN: 978-1-85312-132-6
Online ISBN: 978-94-011-3026-4
eBook Packages: Springer Book Archive