Technical Papers
Mar 15, 2013

Nonlinear Interaction of Friction and Interpolation Errors in Unsteady Flow Analyses

Publication: Journal of Hydraulic Engineering
Volume 139, Issue 4

Abstract

Explicit analytical assessments of numerical errors in solutions of decaying standing waves in pipes are obtained using analyses based on the fixed-grid method of characteristics and are used as a quantitative basis for comparing alternative grid types, sizes, and shapes. It is shown that the influences of friction and interpolation combine in a nonlinear manner, but that the combination has the form of a product so that the two effects may be considered independently to a certain extent. The analysis is presented for finite pipes, thus creating both upper and lower limits for the range of possible standing wave frequencies. It is found that frequencies in the upper half of the range are strongly damped. The performances of diamond and rectangular grids are compared, but there is no clear winner because, for equivalent computer resources, each has both advantages and disadvantages. The overall purposes of the paper are to move toward methods of (1) relieving untrained software users from tasks related to grid selection and (2) assisting third parties in assessing the validity of numerical results undertaken by others.

Get full access to this article

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

References

Družeta, S., Sopta, L., Maćešić, S., and Črnjarić-Žic, N. (2009). “Investigation of the importance of spatial resolution for two-dimensional shallow-water model accuracy.” J. Hydraul. Div., 135(11), 917–925.
Duan, H.-D., Lee, P. J., Ghidaoui, M. S., and Tung, Y.-K. (2010). “Essential system response information for transient-based leak detection methods.” J. Hydraul. Res., 48(5), 650–657.
Duan, H.-D., Lee, P. J., Ghidaoui, M. S., and Tung, Y.-K. (2011). “Leak detection in complex series pipelines by using the system frequency response method.” J. Hydraul. Res., 49(2), 213–221.
Goldberg, D., and Wylie, E. B. (1983). “Characteristics method using time-line interpolations.” J. Hydraul. Eng., 109(5), 670–683.
Golub, G. H. (1990). Matrix computation, 2nd Ed., John Hopkins University Press, Baltimore, 369.
Lee, P. J., and Vítkovský, J. P. (2010). “Quantifying linearization error when modeling fluid pipeline transients using the frequency response method.” J. Hydraul. Eng., 136(10), 831–836.
Moore, R. K. (1960). Travelling-wave engineering, McGraw-Hill, New York.
Moriguchi, S., Udagawa, K., and Hitotsumatsu, S. (2000). Iwanami mathematical formulas, Vol. II, Series and Fourier Series, Iwanami Publishing, Tokyo, 220 (in Japanese).
Shamlooa, H., and Haghighi, A. (2009). “Leak detection in pipelines by inverse backward transient analysis.” J. Hydraul. Res., 47(3), 311–318.
Shimada, M., Brown, J. M. B., Leslie, D., and Vardy, A. E. (2006). “Time-line interpolation errors in pipe networks.” J. Hydraul. Eng., 132(3), 294–306.
Shimada, M., Brown, J. M. B., and Vardy, A. E. (2007). “Estimating friction errors in MOC analyses of unsteady pipe flows.” Comput. Fluids, 36(7), 1235–1246.
Tiselja, I., and Gale, J. (2008). “Integration of unsteady friction models in pipe flow simulations.” J. Hydraul. Res., 46(4), 526–535.
Vítkovský, J. P., Lee, P. J., Zecchin, A. C., Simpson, A. R., and Lambert, M. F. (2011). “Head- and flow-based formulations for frequency domain analysis of fluid transients in arbitrary pipe networks.” J. Hydraul. Eng., 137(5), 556–568.
Vítkovský, J. P., Stephens, M., Bergant, A., Simpson, A. R., and Lambert, M. F. (2006). “Numerical error in weighting function-based unsteady friction models for pipe transients.” J. Hydraul. Eng., 132(7), 709–721.
Wiggert, D. C., and Sundquist, M. J. (1977). “Fixed-grid characteristics for pipeline transients.” J. Hydraul. Eng., 103(12), 1403–1416.
Wylie, E. B. (1983). “The microcomputer and pipeline transients.” J. Hydraul. Eng., 109(12), 1723–1739.
Wylie, E. B., and Streeter, V. L. (1993). Fluid transients in systems, Prentice Hall, Upper Saddle River, NJ.
Zhang, Y. J. (1984). “Discussion of Goldberg & Wylie (1983).” J. Hydraul. Eng., 110(7), 1013–1015.

Information & Authors

Information

Published In

Go to Journal of Hydraulic Engineering
Journal of Hydraulic Engineering
Volume 139Issue 4April 2013
Pages: 397 - 409

History

Received: Jan 25, 2012
Accepted: Oct 1, 2012
Published online: Mar 15, 2013
Published in print: Apr 1, 2013

Permissions

Request permissions for this article.

Authors

Affiliations

Masashi Shimada [email protected]
Retired; formerly, Professor, Dept. of Life and Environmental Science, Univ. of Tsukuba, Tennoudai 1-1-1, Tsukuba, Ibaraki, Japan. E-mail: [email protected]
Alan E. Vardy [email protected]
F.ASCE
Research Professor, Civil Engineering Division, Univ. of Dundee, Dundee DD1 4HN, Scotland, UK (corresponding author). E-mail: [email protected]

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