TECHNICAL PAPERS
Apr 1, 1998

Energy Estimates for Discretization Errors in Water Hammer Problems

Publication: Journal of Hydraulic Engineering
Volume 124, Issue 4

Abstract

An integrated energy approach is developed for transient problems in pipelines using the fixed-grid method of characteristics. The goal is to understand how discretization errors associated with common interpolation schemes arise and how these errors can be controlled. Specifically, new analytical energy expressions demonstrate that both time-line and space-line interpolation attenuate the total energy of the system; in contrast, the wave-speed adjustment approach preserves the total energy but distorts the partitioning between kinetic and internal energy. The analytic results are confirmed through numerical studies of several series pipe systems. Both the numerical experiments and the mathematical expressions show that the discretization errors are small and can be ignored as long as the work in the system is continuous and substantial. When the work is small or negligible, however, a Courant number Cr value close to 1 is required to control the numerical dissipation.

Get full access to this article

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

References

1.
Chaudhry, M. H. (1987). Applied hydraulic transients. Van Nostrand Reinhold, New York, N.Y.
2.
Chaudhry, M. H., and Hussaini, M. Y.(1985). “Second-order accurate explicit finite-difference schemes for waterhammer analysis.”J. Fluid Engrg., 107(4), 523–529.
3.
Damuller, D. C., Bhallamudi, S. M., and Chaudhry, M. H.(1989). “Modeling unsteady flow in curved channel.”J. Hydr. Engrg., ASCE, 115(11), 1471–1495.
4.
Ghidaoui, M. S., and Karney, B. W.(1994). “Equivalent differential equations in fixed-grid characteristics method.”J. Hydr. Engrg., ASCE, 120(10), 1159–1175.
5.
Ghidaoui, M. S., and Karney, B. W.(1995). “Modified transformation and integration of 1-D wave equations.”J. Hydr. Engrg., ASCE, 121(10), 758–760.
6.
Goldberg, D. E., and Wylie, E. B.(1983). “Characteristics method using time-line interpolations.”J. Hydr. Engrg., ASCE, 109(5), 670–683.
7.
Karney, B. W.(1990). “Energy relations in transient closed-conduit flow.”J. Hydr. Engrg., ASCE, 116(10), 1180–1196.
8.
Karney, B. W., and Ghidaoui, M. S.(1992). “Discussion of `Spline interpolations for water hammer analysis,' by Sibetheros, I. A., Holley, E. R., and Branski, J. M.”J. Hydr. Engrg., ASCE, 118(11), 1597–1600.
9.
Karney, B. W., and Ghidaoui, M. S.(1997). “Flexible discretization algorithm for fixed-grid MOC in pipeline systems.”J. Hydr. Engrg., ASCE, 123(10), 1004–1011.
10.
Karney, B., and McInnis, D. (1992). “Efficient calculation of transient flow in simple pipe networks.”J. Hydr. Engrg., ASCE, 118(7), 1014– 1030.
11.
O'Brian, G. G., Hyman, M. A., and Kaplan, S.(1951). “A study of the numerical solution of partial differential equations.”J. Math. Phys., 29(4), 223–251.
12.
Samuels, G. P., and Skeels, P. C.(1990). “Stability limits for Preissmann's scheme.”J. Hydr. Engrg., ASCE, 116(8), 997–1011.
13.
Sibetheros, I. A., Holley, E. R., and Branski, J. M.(1991). “Spline interpolations for water hammer analysis.”J. Hydr. Engrg., ASCE, 117(10), 1332–1349.
14.
Wiggert, D. C., and Sundquist, M. J.(1977). “Fixed-grid characteristics for pipeline transients.”J. Hydr. Engrg., ASCE, 103(12), 1403–1415.
15.
Wylie, E. B., and Streeter, V. L. (1993). Fluid transients in systems. Prentice Hall, Englewood Cliffs, N.J.

Information & Authors

Information

Published In

Go to Journal of Hydraulic Engineering
Journal of Hydraulic Engineering
Volume 124Issue 4April 1998
Pages: 384 - 393

History

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

Permissions

Request permissions for this article.

Authors

Affiliations

Mohamed S. Ghidaoui
Asst. Prof., Dept. of Civ. and Struct. Engrg., Hong Kong Univ. of Sci. and Technol., Hong Kong, China.
Bryan W. Karney, Member, ASCE,
Prof., Dept. of Civ. Engrg., Univ. of Toronto, 5 King's College Rd., Toronto, Canada M5S 1A4.
Duncan A. McInnis
Tech. Program Mgr., Res. Ctr., Hong Kong Univ. of Sci. and Technol., Hong Kong, China.

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