TECHNICAL PAPERS
Jan 1, 1996

Characteristics in Evaluating Stream Functions in Ground-Water Flow

Publication: Journal of Hydrologic Engineering
Volume 1, Issue 1

Abstract

In three-dimensional ground-water flow, two families of stream functions χ and λ are required to define ground-water flow. Recently, two partial differential equations that can be solved for spatial distributions of stream functions were developed. Solution of these partial differential equations of stream functions in ground-water flow with sinks/sources is practically impossible. The objective of this paper is to present the curve-tracing method that lends itself well to evaluating fields of stream functions in ground-water flow with or without sinks/sources. In the curve-tracing method, a characteristic curve of ordinary differential equations is constructed from a model-grid node to a Dirichlet boundary with prescribed spatial distribution of stream functions. Values of stream functions at the intersection of the characteristic curve and the Dirichlet boundary are the values of stream functions at the model-grid node. A three-dimensional ground-water flow in the aquifer beneath the Borden Landfill in Ontario, Canada, is considered to demonstrate how the curve-tracing method can be applied to evaluate fields of stream functions.

Get full access to this article

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

References

1.
Bear, J. (1972). Dynamics of fluids in porous media . Elsevier, New York, N.Y.
2.
Bear, J. (1979). Hydraulics of Groundwater . McGraw-Hill Inc., New York, N.Y.
3.
Bear, J., and Bachmat, Y. (1991). Introduction to modeling of transport phenomena in porous media . Kluwer Academic Pub., Dordrecht, The Netherlands.
4.
Bear, J., and Verruijt, A. (1987). Modeling ground-water flow and pollution . D. Reidel Publ. Co., Dordrecht, The Netherlands.
5.
Fogg, G. E., and Senger, R. K.(1985). “Automatic generation of flow nets with conventional groundwater algorithms.”Ground Water, 23(3), 336–344.
6.
Francis, J. R. D. (1969). Fluid mechanics for engineering students . Edward Arnold Pub., London, U.K.
7.
Frind, E. O., Matanga, G. B., and Cherry, J. A.(1985). “The dual formulation of flow and contaminant transport modeling, 2. The Borden Aquifer.”Water Resour. Res., 21(2), 170–182.
8.
Henderson, F. M. (1966). Open channel flow . MacMillan Co., New York, N.Y.
9.
Huyakorn, P. S., and Pinder, G. F. (1983). Computational methods in subsurface flow . Academic Press, Orlando, Fla.
10.
MacFarlane, D. S. (1980). “Hydrogeological studies of an abandoned landfill,” MS project, Univ. of Waterloo, Waterloo, Ont., Canada.
11.
MacFarlane, D. S., Cherry, J. A., Gillham, R. W., and Sudicky, E. A.(1983). “Migration of contaminants in groundwater at a landfill: a case study, 1, groundwater flow and plume delineation.”J. Hydrol., 63(1/2), 1–30.
12.
Matanga, G. B.(1988). “Pseudopotential functions in construction of flow nets for contaminant transport modeling.”Water Resour. Res., 24(4), 553–560.
13.
Matanga, G. B.(1993). “Stream functions in three-dimensional groundwater flow.”Water Resour. Res., 29(9), 3125–3133.
14.
Molson, J. W. H. (1988). “Three-dimensional numerical simulation of groundwater flow and contaminant transport at the borden landfill,” MS thesis, Univ. of Waterloo, Waterloo, Ont., Canada.
15.
Nelson, R. W. (1963). “Stream functions for three-dimensional flow in heterogeneous porous media.”Int. Assn. Sci. Hydrol. Berkeley Symp., Berkeley, Calif.
16.
Srivastava, R., and Yeh, T. C. J.(1992). “A three-dimensional numerical model for water flow and transport of chemically reactive solute through porous media under variably saturated conditions.”Adv. in Water Resour., 15, 275–287.
17.
Yih, C-S.(1957). “Stream functions in three-dimensional flow.”La Houille Blanche, 3, 445–450.
18.
Zijl, W.(1986). “Numerical simulation based on stream functions and velocities in three-dimensional groundwater flow.”J. Hydrol., 85, 349–365.

Information & Authors

Information

Published In

Go to Journal of Hydrologic Engineering
Journal of Hydrologic Engineering
Volume 1Issue 1January 1996
Pages: 49 - 53

History

Published online: Jan 1, 1996
Published in print: Jan 1996

Permissions

Request permissions for this article.

Authors

Affiliations

G. B. Matanga
Sr. Staff Engr., Radian Corp., Sacramento, CA 95827.

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