TECHNICAL NOTES
Jul 15, 2002

Least-Squares Finite-Element Evaluation of Flow Nets

This article has a reply.
VIEW THE REPLY
Publication: Journal of Geotechnical and Geoenvironmental Engineering
Volume 128, Issue 8

Abstract

A novel least-squares implementation of the finite-element method is presented to evaluate stream functions in the solution of field problems. The method is programmatically similar to the solution of the Laplace equation, and is based on the development of a stream field that is orthogonal to an already calculated potential field. The main advantage of the method comes from the fact that it eliminates the need of identification of boundary conditions for the stream functions. Implementation of this method requires that the Laplace equation be solved first to calculate the nodal potentials. The Laplace equation, with an identity conductivity matrix is then solved again to calculate the nodal values of the stream functions. One arbitrary boundary condition is sufficient for the second solution. Examples of cofferdam and curtained dam flow with isotropic as well as orthotropic soil conductivity are presented to demonstrate the method.

Get full access to this article

View all available purchase options and get full access to this article.

References

Aalto, J.(1984). “Finite element seepage flow nets.” Int. J. Numer. Analyt. Meth. Geomech., 8, 297–303.
Christian, J. T.(1980). “Flow nets from finite-element data.” Int. J. Numer. Analyt. Meth. Geomech., 4(2), 191–196.
Christian, J. T.(1987). “Establishing boundary conditions for stream function contouring of finite-element results.” Microsoftware Eng., 3(2), 62–65.
Fan, Y., Tompkins, F. D., Drumm, E. C., and von Bernuth, R. D.(1992). “Generation of flow nets using FEM nodal potentials and bilinear shape functions.” Int. J. Numer. Analyt. Meth. Geomech., 16, 425–437.
Griffiths, D. V.(1994). “Seepage beneath unsymmetric cofferdams.” Geotechnique, 44(2), 297–305.
Tracy, F. T., and Radhakrishnan, N.(1989). “Automatic generation of seepage flow nets by finite-element method.” J. Comput. Civ. Eng., 3(3), 268–284.
Zienkiewicz, O. C., and Taylor, R. L. (1991). The finite-element method, 4th Ed, McGraw-Hill, New York, 1.

Information & Authors

Information

Published In

Go to Journal of Geotechnical and Geoenvironmental Engineering
Journal of Geotechnical and Geoenvironmental Engineering
Volume 128Issue 8August 2002
Pages: 699 - 701

History

Received: Sep 8, 2000
Accepted: Jan 26, 2002
Published online: Jul 15, 2002
Published in print: Aug 2002

Permissions

Request permissions for this article.

Authors

Affiliations

Panos D. Kiousis, A.M.ASCE
Associate Professor, Division of Engineering, Colorado School of Mines, Golden, CO 80401.

Metrics & Citations

Metrics

Citations

Download citation

If you have the appropriate software installed, you can download article citation data to the citation manager of your choice. Simply select your manager software from the list below and click Download.

Cited by

View Options

Get Access

Access content

Please select your options to get access

Log in/Register Log in via your institution (Shibboleth)
ASCE Members: Please log in to see member pricing

Purchase

Save for later Information on ASCE Library Cards
ASCE Library Cards let you download journal articles, proceedings papers, and available book chapters across the entire ASCE Library platform. ASCE Library Cards remain active for 24 months or until all downloads are used. Note: This content will be debited as one download at time of checkout.

Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.
ASCE Library Card (5 downloads)
$105.00
Add to cart
ASCE Library Card (20 downloads)
$280.00
Add to cart
Buy Single Article
$35.00
Add to cart

Get Access

Access content

Please select your options to get access

Log in/Register Log in via your institution (Shibboleth)
ASCE Members: Please log in to see member pricing

Purchase

Save for later Information on ASCE Library Cards
ASCE Library Cards let you download journal articles, proceedings papers, and available book chapters across the entire ASCE Library platform. ASCE Library Cards remain active for 24 months or until all downloads are used. Note: This content will be debited as one download at time of checkout.

Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.
ASCE Library Card (5 downloads)
$105.00
Add to cart
ASCE Library Card (20 downloads)
$280.00
Add to cart
Buy Single Article
$35.00
Add to cart

Media

Figures

Other

Tables

Share

Share

Copy the content Link

Share with email

Email a colleague

Share