An Accurate Smoothness Indicator for Shallow Water Flows along Channels with Varying Width

Article Preview

Abstract:

We extend the application of numerical entropy production, as a smoothness indicator, from conservation laws to balance laws. We aim to indicate the smoothness of solutions to the shallow water equations involving varying width, which are a system of balance laws. The numerical entropy production appears to be accurate to detect discontinuities. As a numerical test, a radial dam break is considered. We assume that there is a higher level of water inside a radial dam than water outside the dam wall. If the radial dam is totally broken, then water flows from inside to outside. The flow results in a solution having shock discontinuities. Finding the positions of the discontinuities is our interest. They are the positions where numerical solutions, such as those generated by a finite volume method, decrease their accuracy. Detecting the position of the discontinuity can help in the improvement of the numerical solution in terms of its accuracy. We obtain that the numerical entropy production is simple to implement but give an accurate detection. The discontinuity of the stage (free water surface) is clearly detected by large values of the numerical entropy production as the smoothness indicator.

You might also be interested in these eBooks

Info:

Periodical:

Pages:

157-160

Citation:

Online since:

July 2015

Authors:

Export:

Price:

Permissions CCC:

Permissions PLS:

Сopyright:

© 2015 Trans Tech Publications Ltd. All Rights Reserved

Share:

Citation:

* - Corresponding Author

[1] R. J. LeVeque, Finite-volume methods for hyperbolic problems, Cambridge University Press, Cambridge, (2004).

Google Scholar

[2] G. Puppo, M. Semplice, Numerical entropy and adaptivity for finite volume schemes, Commun. Comput. Phys. 10 (2011) 1132–1160.

DOI: 10.4208/cicp.250909.210111a

Google Scholar

[3] S. Mungkasi, A study of well-balanced finite volume methods and refinement indicators for the shallow water equations, PhD Thesis, The Australian National University, Canberra, (2012).

DOI: 10.1017/s0004972713000750

Google Scholar

[4] J. Balbas, S. Karni, A central scheme for shallow water flows along channels with irregular geometry, ESAIM: M2AN 43 (2009) 333–351.

DOI: 10.1051/m2an:2008050

Google Scholar

[5] S. G. Roberts, P. Wilson, A well balanced scheme for the shallow water wave equations in open channels with (discontinuous) varying width and bed, ANZIAM J. 52 (2011) C967–C987.

DOI: 10.21914/anziamj.v52i0.3948

Google Scholar

[6] A. Kurganov, S. Noelle, G. Petrova, Semidiscrete central-upwind schemes for hyperbolic conservation laws and Hamilton–Jacobi equations, SIAM J. Sci. Comput. 23 (2001) 707–740.

DOI: 10.1137/s1064827500373413

Google Scholar