Technical Papers
Apr 24, 2018

Applying the Method of Characteristics and the Meshless Localized Radial Basis Function Collocation Method to Solve Shallow Water Equations

Publication: Journal of Engineering Mechanics
Volume 144, Issue 7

Abstract

This paper proposes an accurate and efficient numerical model by combining the method of characteristics (MOC) and the meshless localized radial basis function collocation method (LRBFCM) to simulate the shallow water flow problems. The shallow water equations (SWEs) are classified into a hyperbolic-type partial differential equations (PDEs) system that easily creates numerically unstable results for the case with discontinuous field values or shock waves. To solve this problem, the SWEs are derived into conservative eigensystem form, and then the MOC is applied to capture the change of conservative variables along the characteristic lines. Specifically, the meshless LRBFCM is used to obtain the field values from the conservative variables; it can ease the complexity of the interpolation procedure on characteristic Lagrangian points and preserve the accuracy in transient problems. For the boundary disposal, a fractional time step skill with the characteristic velocity is considered to determine the boundary requirements. The computational nodes can be generated by the uniform or nonuniform distribution, which reduces the difficulty of node generation to obtain efficient and accurate numerical analysis. Six continuous and discontinuous SWEs benchmark examples are simulated and discussed to verify the proposed model. The excellent agreements with the analytical, experimental, and numerical solutions demonstrate the accuracy and efficiency of the algorithm.

Get full access to this article

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

Acknowledgments

Financial support from National Science Council of Taiwan (now MOST) is gratefully acknowledged, granted to National Taiwan University under Grant No. MOST 104-2221-E-002-140-MY2, Method of characteristics and meshless method for multidimensional discontinuous flow applications.

References

Ata, R., and A. Soulaïmani. 2005. “A stabilized SPH method for inviscid shallow water flows.” Int. J. Numer. Methods Fluids 47 (2): 139–159.
Chang, T. J., H. M. Kao, K. H. Chang, and M. H. Hsu. 2011. “Numerical simulation of shallow-water dam break flows in open channels using smoothed particle hydrodynamics.” J. Hydrol. 408 (1): 78–90.
Chen, J. S., M. Hillman, S. W. Chi 2017. “Meshfree methods: Progress made after 20 years.” J. Eng. Mech. 143 (4), 04017001.
Cheng, H. P., J. R. Cheng, and G. T. Yeh. 1996. “A particle tracking technique for the Lagrangian-Eulerian finite element method in multi-dimensions.” Int. J. Numer. Methods Eng. 39 (7): 1115–1136.
Chou, C. K., C. P. Sun, D. L. Young, J. Sladek, and V. Sladek. 2015. “Extrapolated local radial basis function collocation method for shallow water problems.” Eng. Anal. Boundary Elem. 50: 275–290.
Chow, V. T. 1959. Open channel hydraulics. New York: McGraw-Hill.
Dalrymple, R. A., and B. D. Rogers. 2006. “Numerical modeling of water waves with the SPH method.” Coast. Eng. 53 (2–3): 141–147.
De Leffe, M., D. Le Touzé, and B. Alessandrini. 2010. “SPH modeling of shallow-water coastal flows.” J. Hydraul. Res. 48 (S1): 118–125.
Fasshauer, G. E. 2007. Meshfree approximation method with MATLAB. Singapore: World Scientific.
Garabedian, S. P., and L. F. Konikow. 1983. Front-tracking model for convective transport in flowing ground water. Washington, DC: US Dept. of the Interior.
Horritt, M. S., and P. D. Bates. 2002. “Evaluation of 1D and 2D numerical models for predicting river flood inundation.” J. Hydrol. 268 (1): 87–99.
Hu, S. P., C. M. Fan, and D. L. Young. 2010. “The meshless analog equation method for solving heat transfer to molten polymer flow in tubes.” Int. J. Heat Mass Transfer 53 (9): 2240–2247.
Kansa, E. J. 1990. “Multiquadrics—A scattered data approximation scheme with applications to computational fluid-dynamics—I surface approximations and partial derivative estimates.” Comput. Math. Appl. 19 (8): 127–145.
Kosec, G., and B. Sarler. 2008. “Local RBF collocation method for Darcy flow.” Comput. Model Eng. Sci. 25 (3): 197–207.
Koshizuka, S., H. Tamako, and Y. Oka. 1995. “A particle method for incompressible viscous flow with fluid fragmentation.” Comput. Fluid Dyn. J. 4 (1): 29–46.
Lee, C. K., X. Liu, and S. C. Fan. 2003. “Local multiquadric approximation for solving boundary value problems.” Comput. Mech. 30 (5–6): 396–409.
Lee, S. L., and S. R. Sheu. 2001. “A new numerical formulation for incompressible viscous free surface flow without smearing the free surface.” Int. J. Heat Mass Transfer 44 (10): 1837–1848.
Lin, Q. H., and D. L. Young. 1995. “Finite element method for vertical 2-D Navier-Stokes equations with moving boundaries.” [In Chinese.] J. Chinese Soil Water Conserv. 26 (2): 79–88.
Liu, D., Y. Wang, W. Ma, and H. Zhang. 2015. “Mesh-free GPU simulation of complex flows in three dimensional distorting domain.” Int. J. Sci. Innovative Math. Res. 3 (1): 6–17.
Mao, S., Q. Chen, D. Li, and Z. Feng. 2016. “Modeling of free surface flows using improved material point method and dynamic adaptive mesh refinement.” J. Eng. Mech. 142 (2): 04015069.
Martine, J. C., and W. J. Moyce. 1952. “An experimental study of the collapse of liquid columns on a rigid horizontal plane.” Philos. Trans. R. Soc. London, Ser. A 244: 312–324.
Neal, J., G. Schumann, T. Fewtrell, M. Budimir, P. Bates, and D. Mason. 2011. “Evaluating a new LISFLOOD-FP formulation with data from the summer 2007 floods in Tewkesbury, UK.” J. Flood Risk Manage. 4 (2): 88–95.
Ouyang, C., S. He, and Q. Xu. 2015. “MacCormack-TVD finite difference solution for dam break hydraulics over erodible sediment beds.” J. Hydraul. Eng. 141 (5): 06014026.
Pollock, D. W. 1988. “Semianalytical computation of path lines for finite-difference models.” Ground Water 26 (6): 743–750.
Sanyasiraju, Y. V. S. S., and G. Chandhini. 2008. “Local radial basis function based gridfree scheme for unsteady incompressible viscous flows.” J. Comput. Phys. 227 (20): 8922–8948.
Šarler, B., and R. Vertnik. 2006. “Meshfree explicit local radial basis function collocation method for diffusion problems.” Comput. Math. Appl. 51 (8): 1269–1282.
Shakibaeinia, A., and Y. C. Jin. 2010. “A weakly compressible MPS method for modeling of open-boundary free-surface flow.” Int. J. Numer. Methods Fluids 63 (10): 1208–1232.
Shen, L. H., D. L. Young, D. C. Lo, and C. P. Sun. 2009. “Local differential quadrature method for 2-D flow and forced-convection problems in irregular domains.” Numer. Heat Transfer, Part B 55 (2): 116–134.
Shu, C., H. Ding, and K. S. Yeo. 2003. “Local radial basis function-based differential quadrature method and its application to solve two-dimensional incompressible Navier-Stokes equations.” Comput. Methods Appl. Mech. Eng. 192 (7): 941–954.
Stansby, P. K., A. Chegini, and T. C. D. Barnes. 1998. “The initial stages of dam-break flow.” J. Fluid Mech. 374: 407–424.
Stoker, J. J. 1957. Water waves. New York: Interscience.
Suk, H., and G. T. Yeh. 2009. “Multidimensional finite-element particle tracking method for solving complex transient flow problems.” J. Hydrol. Eng. 14 (7): 759–766.
Sun, C. P., D. L. Young, L. H. Shen, T. F. Chen, and C. C. Hsiang. 2013. “Application of localized meshless methods to 2D shallow water equation problems.” Eng. Anal. Boundary Elem. 37 (11): 1339–1350.
Tate, E. C., D. R. Maidment, F. Olivera, and D. J. Anderson. 2002. “Creating a terrain model for floodplain mapping.” J. Hydrol. Eng. 7 (2): 100–108.
Wang, J. S., H. G. Ni, and Y. S. He. 2000. “Finite-difference TVD scheme for computation of dam-break problems.” J. Hydraul. Eng. 126 (4): 253–262.
Wu, N. J., C. Chen, and T. K. Tsay. 2016. “Application of weighted-least-square local polynomial approximation to 2D shallow water equation problems.” Eng. Anal. Boundary Elem. 68: 124–134.
Xing, Y., and C. W. Shu. 2005. “High order finite difference WENO schemes with the exact conservation property for the shallow water equations.” J. Comput. Phys. 208 (1): 206–227.
Yeh, G. T., G. B. Huang, F. Zhang, H. P. Cheng, and H. C. Lin. 2006. WASH123D: A numerical model of flow, thermal transport, and salinity, sediment, and water quality transport in WAterSHed systems of 1-D stream-river network, 2-D overland regime, and 3-D subsurface media. Orlando, FL: Univ. of Central Florida.
Yen, B. C. 1973. “Open-channel flow equations revisited.” J. Eng. Mech. Div. 99 (5): 979–1009.

Information & Authors

Information

Published In

Go to Journal of Engineering Mechanics
Journal of Engineering Mechanics
Volume 144Issue 7July 2018

History

Received: Feb 23, 2017
Accepted: Dec 13, 2017
Published online: Apr 24, 2018
Published in print: Jul 1, 2018
Discussion open until: Sep 24, 2018

Permissions

Request permissions for this article.

Authors

Affiliations

C. C. Hsiang
Postdoctoral Researcher, Dept. of Civil Engineering and Hydrotech Research Institute, National Taiwan Univ., Taipei 10617, Taiwan.
C. K. Chou
Senior Engineer, R&D Dept., CoreTech System Co. Ltd., Moldex3D, Chupei 302, Taiwan.
D. L. Young [email protected]
Distinguished Professor, Dept. of Civil Engineering and Hydrotech Research Institute, National Taiwan Univ., Taipei 10617, Taiwan (corresponding author). Email: [email protected]
J. Sladek
Professor, Institute of Construction and Architecture, Slovak Academy of Sciences, 84503 Bratislava, Slovakia.
V. Sladek
Professor, Institute of Construction and Architecture, Slovak Academy of Sciences, 84503 Bratislava, Slovakia.

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