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Journal ArticleDOI

Galerkin approximation of the time derivative in the finite element analysis of groundwater flow

William G. Gray, +1 more
- 01 Aug 1974 - 
- Vol. 10, Iss: 4, pp 821-828
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TLDR
The Galerkin method of approximation permits a high-order approximation in time as well as in space as mentioned in this paper, and the resulting approximate equations have been successfully solved by using a prismatic element with triangular cross section.
Abstract
Whereas considerable effort has been expended in generating approximations to the spatial derivatives encountered in porous media flow, the time derivative has received relatively little attention. In spite of the fact that sophisticated finite element formulations have been developed for the spatial derivatives, finite difference methods are generally applied to the time derivative. The Galerkin method of approximation permits a high-order approximation in time as well as in space. The resulting approximate equations have been successfully solved by using a prismatic element with triangular cross section. The time axis runs the length of the prism and is subdivided into elements that may be linear, quadratic, or cubic. Because this formulation requires in general the solution for several time levels simultaneously, there is a resulting increase in computer time required to solve the larger matrix. Numerical experiments indicate that the selection of an optimum numerical scheme is dependent not only on the particular problem considered but also on the sequence of time steps used.

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Citations
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Journal ArticleDOI

Physically based modeling in catchment hydrology at 50: Survey and outlook

TL;DR: An historical overview of some of the key developments in physically based hydrological modeling is given, emphasizing how the interplay between theory, experiments, and modeling has contributed to advancing the state of the art.
Journal ArticleDOI

Finite elements incorporating characteristics for one-dimensional diffusion-convection equation

TL;DR: In this article, a finite element method incorporating the method of characteristics for the solution of diffusion-convection equation with variable coefficients in one spatial dimension is developed, which employs spatial-temporal elements with sides joining the nodes at subsequent time levels oriented in particular directions.
Journal ArticleDOI

Application of artificial neural network coupled with genetic algorithm and simulated annealing to solve groundwater inflow problem to an advancing open pit mine

TL;DR: In this paper, two hybrid models were designed to predict groundwater inflow to an advancing open pit mine and the hydraulic head (HH) in observation wells at different distances from the center of the pit during its advance.
Journal ArticleDOI

Some inadequacies of finite element models as simulators of two-dimensional circulation.

TL;DR: In this paper, the origin of this damping is discussed and difficulties one might encounter in applying these models are discussed, as well as the difficulties of applying finite element models to simulate two-dimensional surface flow.
Journal ArticleDOI

Numerical Alternatives in Transient Stream Response

TL;DR: In this paper, a fundamental problem in the numerical prediction of transient stream response is identified as grid resolution, as it is unrealistic to expect predictive performance beyond the Nyquist limit, a successful algorithm must involve a compromise between adequate resolution and acceptable computational effort.
References
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The relation between the lowering of the piezometric surface and the rate and duration of discharge of a well using ground-water storage

C.V. Theis
TL;DR: The mathematical theory of ground-water hydraulics has been based entirely on a postulate that equilibrium has been attained and therefore that water-levels are no longer falling as discussed by the authors.
Journal ArticleDOI

The relation between the lowering of the Piezometric surface and the rate and duration of discharge of a well using ground‐water storage

TL;DR: The mathematical theory of ground-water hydraulics has been based entirely on a postulate that equilibrium has been attained and therefore that water-levels are no longer falling.

The Finite Element Method in Structural and Continuum Mechanics

TL;DR: In this paper, a mathematical reference record was created on 2004-09-07, modified on 2016-08-08, and used for modelisation of mathematical reference records for the Mathematique Reference Record.
Journal ArticleDOI

Variational principles for linear initial-value problems

TL;DR: In this paper, the authors derived a variational principle for the wave and heat conduction problems, thus proving Washizu's conjecture that the problem is not self-adjoint, by using convolutions.
Journal ArticleDOI

Transient field problems: Two‐dimensional and three‐dimensional analysis by isoparametric finite elements

TL;DR: In this paper, the transient field problem of the type encountered in heat conduction problems is formulated in terms of the finite element process using the Galerkin approach and Curved two-dimensional and three-dimensional, isoparametric elements are used in a time-stepping solution.
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