TECHNICAL PAPERS
Jun 1, 1984

Convergent Flow Pattern at an Abrupt Contraction

Publication: Journal of Engineering Mechanics
Volume 110, Issue 6

Abstract

The Schwarz‐Christoffel transformation formula for flow past an eccentric, normal constriction of zero thickness in a straight channel can be proved to have a simple form of arctangent function from the properties of elliptic integrals. Use of this mapping formula with the aid of another mapping formula between the complex potential and the transformed variable enables one to plot the corresponding flow pattern. Using such transformation formulas, flow graphics for convergent flow are thus developed to plot the flow net and the velocity distributions along the streamlines and across the channel width. To minimize the number of flow patterns in the presentation, the transformation formulas are further normalized by using the channel width and the discharge per unit depth. The normalized flow pattern so plotted is shown to vary only with the two physical parameters, the opening ratio and the eccentricity. Typical convergent flow patterns are plotted to show the validity and applicability of the transformation formulas.

Get full access to this article

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

References

1.
Byrd, P. F., and Friedman, M. D., Handbook of Elliptic Integrals for Engineers and Physicists, Springer‐Verlag, Berlin, Germany, 1954.
2.
Chen, C. L., and Su, M. Y., “Schwarz‐Christoffel Theory of Flow past an Opening,” Journal of the Engineering Mechanics Division, ASCE, Vol. 108, No. EM2, Proc. Paper 16983, April, 1982, pp. 399–418.
3.
Churchill, R. V., Introduction to Complex Variables and Applications, McGraw‐Hill Book Co., Inc., New York, N.Y., 1948.
4.
Schneider, V. R., Board, J. W., Colson, B. E., Lee, F. N., and Druffel, L. A., “Computation of Backwater and Discharge at Width Constrictions of Heavily Vegetated Flood Plains,” U.S. Geological Survey Water‐Resources Investigations 76‐129, 1977.

Information & Authors

Information

Published In

Go to Journal of Engineering Mechanics
Journal of Engineering Mechanics
Volume 110Issue 6June 1984
Pages: 894 - 910

History

Published online: Jun 1, 1984
Published in print: Jun 1984

Permissions

Request permissions for this article.

Authors

Affiliations

Cheng‐lung Chen, M. ASCE
Hydrologist, U.S. Geological Survey, Gulf Coast Hydroscience Center, NSTL Station, Miss. 39529
Babak Etemadi
Sr. Programmer and Analyst, Data Systems Laboratory, Computer Sciences Corporation, NSTL Station, Miss. 39529

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.

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