TECHNICAL PAPERS
Oct 1, 1998

Residual Pressure Feedback Method for Simulation of Free Surface Flow

Publication: Journal of Hydraulic Engineering
Volume 124, Issue 10

Abstract

The concept of “feedback” is introduced into potential free surface flow to derive a new and simple iterative method termed the residual pressure feedback method that is used for computing free surface profile. The residual pressure that vanishes when the convergence is achieved is fed back in order to adjust the residual pressure at the free surface and the free surface elevation continuously during the process of iteration. The use of the proposed method is demonstrated through a typical example of flow under sluice gates. The calculated results agree satisfactorily with those obtained from other methods and experimental data. This method features a simple iterative process, an easy-to-formulate computer code, and rapid convergence. Unlike some iterative methods, it is not necessary to greatly modify the computer program when the method is used to calculate different examples.

Get full access to this article

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

References

1.
Cheng, A. H-D., Ligget, J. A., and Liu, Ph. L-F. (1981). “Boundary calculations of sluice and spillway flows.”J. Hydr. Div., ASCE, 107(10), 1163—1178.
2.
Fangmeier, D. D., and Strelkoff, T. S. (1968). “Solution for gravity flow under sluice gates.”J. Engrg. Mech., ASCE, 94(1), 153—176.
3.
Forbes, L. K. (1983). “Free surface flow over a semicircular obstruction, including the influence of gravity and surface tension.”J. Fluid Mech., (127), 283—297.
4.
Isaacs, L. T. (1977). “Numerical solution for flow under sluice gates.”J. Hydr. Div., ASCE, 103(5), 473—481.
5.
Lenan, C. W., and Cassidy, J. J. (1969). “Flow through spillway flip bucket.”J. Hydr. Div., ASCE, 95(2), 633—648.
6.
Masliyah, J. H., Nandakumar, K., Hemphill, F., and Fung, L. (1985). “Body fitted coordinates for flows under sluice gates.”J. Hydr. Div., ASCE, 111(6), 922—933.
7.
Montes, J. S. (1994). “Potential-flow solution to 2D transition from mild to steep slope.”J. Hydr. Div., ASCE, 120(5), 601—621.
8.
Wen, X. (1987). “A numerical theory and method for free surface gravity flows,” PhD thesis, Chengdu Univ. of Sci. and Technol., Chengdu, Sichuan, China.
9.
Yu, G. (1984). “Solution of orifice flow by boundary element method.”J. Hydr. Engrg. of China, (6), 59—67.

Information & Authors

Information

Published In

Go to Journal of Hydraulic Engineering
Journal of Hydraulic Engineering
Volume 124Issue 10October 1998
Pages: 1049 - 1052

History

Published online: Oct 1, 1998
Published in print: Oct 1998

Permissions

Request permissions for this article.

Authors

Affiliations

Huasheng Liao
Prof., State Key Hydr. Lab. of High Speed Flows, Chengdu Univ. of Sci. and Technol., Chengdu, Sichuan, China 610065.
Weilin Xu
Prof., State Key Hydr. Lab. of High Speed Flows, Chengdu Univ. of Sci. and Technol., Chengdu, Sichuan, China 610065.
Chigong Wu
Prof., State Key Hydr. Lab. of High Speed Flows, Chengdu Univ. of Sci. and Technol., Chengdu, Sichuan, China 610065.

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