TECHNICAL NOTES
Feb 12, 2010

Numerical Simulation of Shallow-Water Flow Using a Modified Cartesian Cut-Cell Approach

Publication: Journal of Engineering Mechanics
Volume 136, Issue 3

Abstract

The Cartesian cut-cell method can be used to represent irregular and complex computational domains with less computational efforts by cutting the grid cells on the boundary surfaces in a background uniform Cartesian mesh. In this study, a modified Cartesian cut-cell grid technique is proposed to better represent complex physical geometries. A point shifting treatment was employed to determine the start and end points of a line segment in cut-cell grids. This led to an improved representation of sharply-shaped corners in surface polygons. Numerical simulation to solve a set of shallow-water equations was performed by incorporating a finite volume approach into the Cartesian cut-cell mesh. The advective fluxes at intercells were first estimated by a Harten, Lax and van Leer for contact wave approximate Riemann solver. In order to improve the model accuracy to the second order, a total variation diminishing-weighted average flux method was applied to work adaptively with the cut-cell mesh. The numerical model was then employed to simulate dam-break flow propagation in a small channel with a rectangular obstacle or a 45° bend. The numerical results show good agreement with available laboratory measurements.

Get full access to this article

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

Acknowledgments

This study was financially supported by the Construction Technology Innovation Program (Grant No. UNSPECIFIED08-Tech-Inovation-F01) through the Research Center of Flood Defense Technology for Next Generation in Korea Institute of Construction and Transportation Technology Evaluation and Planning (KICTEP) of the Ministry of Land, Transport and Maritime Affairs (MLTM).

References

Berger, M. J., and LeVeque, R. J. (1989). “An adaptive Cartesian mesh algorithm for the Euler equations in arbitrary geometries.” Proc., 9th AIAA Computational Fluid Dynamics Conf., Buffalo, N.Y., 1–7.
Ingram, D. M., Causon, D. M., and Mingham, C. G. (2003). “Developments in Cartesian cut-cell methods.” Math. Comput. Simul., 61, 561–572.
Kim, D. -H., Cho, Y. -S., and Kim, W. -G. (2004). “Weighted averaged flux-type scheme for shallow-water equations with fractional step method.” J. Eng. Mech., 130(2), 152–160.
Loukili, Y., and Soulaeïmani, A. (2007). “Numerical tracking of shallow water waves by the unstructured finite volume WAF approximation.” Int. J. for Comput. Meth. Eng. Sci. Mech., 8, 75–88.
Mingham, C. G., and Causon, D. M. (2000). “Calculation of unsteady bore diffraction using a high resolution finite volume method.” J. Hydraul. Res., 38(1), 1–15.
Morris, M. W. (2000). “CADAM: Concerted action on dam break modeling—Final report.” Rep. No. SR 571, HR Wallingford, U.K.
Soares-Frazão, S., and Zech Fo, Y. (2007). “Experimental study of dambreak flow against an isolated obstacle.” J. Hydraul. Res., 45, 27–36.
Toro, E. F. (1989). “A weighted average flux method for hyperbolic conservation laws.” Proc., Royal Society, Land A, 423, 401–418.
Toro, E. F. (1992). “The weighted average flux method applied to the euler equations: Philosophical transactions.” Phys. Sci. Eng., 341, 499–530.
Zhou, J. G., Causon, D. M., Mingham, C. G., and Ingram, D. M. (2004). “Numerical prediction of dam-break flow in general geometries with complex bed topography.” J. Hydraul. Eng., 130(4), 332–340.

Information & Authors

Information

Published In

Go to Journal of Engineering Mechanics
Journal of Engineering Mechanics
Volume 136Issue 3March 2010
Pages: 399 - 404

History

Received: Aug 6, 2008
Accepted: Jun 8, 2009
Published online: Feb 12, 2010
Published in print: Mar 2010

Permissions

Request permissions for this article.

Authors

Affiliations

Hyung-Jun Kim [email protected]
Graduate Student, Dept. of Civil and Environmental Engineering, Hanyang Univ., 17 Haengdang-dong, Seongdong-gu, Seoul 133-791, Korea (corresponding author). E-mail: [email protected]
Jin Woo Lee [email protected]
Graduate Student, Dept. of Civil and Environmental Engineering, Hanyang Univ., 17 Haengdang-dong, Seongdong-gu, Seoul 133-791, Korea. E-mail: [email protected]
Yong-Sik Cho [email protected]
Professor, Dept. of Civil and Environmental Engineering, Hanyang Univ., 17 Haengdang-dong, Seongdong-gu, Seoul 133-791, Korea. 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